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hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_requiredrelease_v1
def calc_requiredrelease_v1(self): """Calculate the total water release (immediately and far downstream) required for reducing drought events. Required control parameter: |NearDischargeMinimumThreshold| Required derived parameters: |NearDischargeMinimumSmoothPar2| |dam_derived.TOY| Required flux sequence: |RequiredRemoteRelease| Calculated flux sequence: |RequiredRelease| Basic equation: :math:`RequiredRelease = RequiredRemoteRelease \\cdot smooth_{logistic2}( RequiredRemoteRelease-NearDischargeMinimumThreshold, NearDischargeMinimumSmoothPar2)` Used auxiliary method: |smooth_logistic2| Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() Define a minimum discharge value for a cross section immediately downstream of 4 m³/s for the summer months and of 0 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=4.0, _10_31_12=4.0) Also define related tolerance values that are 1 m³/s in summer and 0 m³/s in winter: >>> neardischargeminimumtolerance(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=1.0, _10_31_12=1.0) >>> derived.neardischargeminimumsmoothpar2.update() Prepare a test function, that calculates the required total discharge based on the parameter values defined above and for a required value for a cross section far downstream ranging from 0 m³/s to 8 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_requiredrelease_v1, ... last_example=9, ... parseqs=(fluxes.requiredremoterelease, ... fluxes.requiredrelease)) >>> test.nexts.requiredremoterelease = range(9) On May 31, both the threshold and the tolerance value are 0 m³/s. Hence the required total and the required remote release are equal: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | requiredremoterelease | requiredrelease | ------------------------------------------------- | 1 | 0.0 | 0.0 | | 2 | 1.0 | 1.0 | | 3 | 2.0 | 2.0 | | 4 | 3.0 | 3.0 | | 5 | 4.0 | 4.0 | | 6 | 5.0 | 5.0 | | 7 | 6.0 | 6.0 | | 8 | 7.0 | 7.0 | | 9 | 8.0 | 8.0 | On April 1, the threshold value is 4 m³/s and the tolerance value is 1 m³/s. For low values of the required remote release, the required total release approximates the threshold value. For large values, it approximates the required remote release itself. Around the threshold value, due to the tolerance value of 1 m³/s, the required total release is a little larger than both the treshold value and the required remote release value: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | requiredremoterelease | requiredrelease | ------------------------------------------------- | 1 | 0.0 | 4.0 | | 2 | 1.0 | 4.000012 | | 3 | 2.0 | 4.000349 | | 4 | 3.0 | 4.01 | | 5 | 4.0 | 4.205524 | | 6 | 5.0 | 5.01 | | 7 | 6.0 | 6.000349 | | 8 | 7.0 | 7.000012 | | 9 | 8.0 | 8.0 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess flu.requiredrelease = con.neardischargeminimumthreshold[ der.toy[self.idx_sim]] flu.requiredrelease = ( flu.requiredrelease + smoothutils.smooth_logistic2( flu.requiredremoterelease-flu.requiredrelease, der.neardischargeminimumsmoothpar2[ der.toy[self.idx_sim]]))
python
def calc_requiredrelease_v1(self): """Calculate the total water release (immediately and far downstream) required for reducing drought events. Required control parameter: |NearDischargeMinimumThreshold| Required derived parameters: |NearDischargeMinimumSmoothPar2| |dam_derived.TOY| Required flux sequence: |RequiredRemoteRelease| Calculated flux sequence: |RequiredRelease| Basic equation: :math:`RequiredRelease = RequiredRemoteRelease \\cdot smooth_{logistic2}( RequiredRemoteRelease-NearDischargeMinimumThreshold, NearDischargeMinimumSmoothPar2)` Used auxiliary method: |smooth_logistic2| Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() Define a minimum discharge value for a cross section immediately downstream of 4 m³/s for the summer months and of 0 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=4.0, _10_31_12=4.0) Also define related tolerance values that are 1 m³/s in summer and 0 m³/s in winter: >>> neardischargeminimumtolerance(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=1.0, _10_31_12=1.0) >>> derived.neardischargeminimumsmoothpar2.update() Prepare a test function, that calculates the required total discharge based on the parameter values defined above and for a required value for a cross section far downstream ranging from 0 m³/s to 8 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_requiredrelease_v1, ... last_example=9, ... parseqs=(fluxes.requiredremoterelease, ... fluxes.requiredrelease)) >>> test.nexts.requiredremoterelease = range(9) On May 31, both the threshold and the tolerance value are 0 m³/s. Hence the required total and the required remote release are equal: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | requiredremoterelease | requiredrelease | ------------------------------------------------- | 1 | 0.0 | 0.0 | | 2 | 1.0 | 1.0 | | 3 | 2.0 | 2.0 | | 4 | 3.0 | 3.0 | | 5 | 4.0 | 4.0 | | 6 | 5.0 | 5.0 | | 7 | 6.0 | 6.0 | | 8 | 7.0 | 7.0 | | 9 | 8.0 | 8.0 | On April 1, the threshold value is 4 m³/s and the tolerance value is 1 m³/s. For low values of the required remote release, the required total release approximates the threshold value. For large values, it approximates the required remote release itself. Around the threshold value, due to the tolerance value of 1 m³/s, the required total release is a little larger than both the treshold value and the required remote release value: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | requiredremoterelease | requiredrelease | ------------------------------------------------- | 1 | 0.0 | 4.0 | | 2 | 1.0 | 4.000012 | | 3 | 2.0 | 4.000349 | | 4 | 3.0 | 4.01 | | 5 | 4.0 | 4.205524 | | 6 | 5.0 | 5.01 | | 7 | 6.0 | 6.000349 | | 8 | 7.0 | 7.000012 | | 9 | 8.0 | 8.0 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess flu.requiredrelease = con.neardischargeminimumthreshold[ der.toy[self.idx_sim]] flu.requiredrelease = ( flu.requiredrelease + smoothutils.smooth_logistic2( flu.requiredremoterelease-flu.requiredrelease, der.neardischargeminimumsmoothpar2[ der.toy[self.idx_sim]]))
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Calculate the total water release (immediately and far downstream) required for reducing drought events. Required control parameter: |NearDischargeMinimumThreshold| Required derived parameters: |NearDischargeMinimumSmoothPar2| |dam_derived.TOY| Required flux sequence: |RequiredRemoteRelease| Calculated flux sequence: |RequiredRelease| Basic equation: :math:`RequiredRelease = RequiredRemoteRelease \\cdot smooth_{logistic2}( RequiredRemoteRelease-NearDischargeMinimumThreshold, NearDischargeMinimumSmoothPar2)` Used auxiliary method: |smooth_logistic2| Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() Define a minimum discharge value for a cross section immediately downstream of 4 m³/s for the summer months and of 0 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=4.0, _10_31_12=4.0) Also define related tolerance values that are 1 m³/s in summer and 0 m³/s in winter: >>> neardischargeminimumtolerance(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=1.0, _10_31_12=1.0) >>> derived.neardischargeminimumsmoothpar2.update() Prepare a test function, that calculates the required total discharge based on the parameter values defined above and for a required value for a cross section far downstream ranging from 0 m³/s to 8 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_requiredrelease_v1, ... last_example=9, ... parseqs=(fluxes.requiredremoterelease, ... fluxes.requiredrelease)) >>> test.nexts.requiredremoterelease = range(9) On May 31, both the threshold and the tolerance value are 0 m³/s. Hence the required total and the required remote release are equal: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | requiredremoterelease | requiredrelease | ------------------------------------------------- | 1 | 0.0 | 0.0 | | 2 | 1.0 | 1.0 | | 3 | 2.0 | 2.0 | | 4 | 3.0 | 3.0 | | 5 | 4.0 | 4.0 | | 6 | 5.0 | 5.0 | | 7 | 6.0 | 6.0 | | 8 | 7.0 | 7.0 | | 9 | 8.0 | 8.0 | On April 1, the threshold value is 4 m³/s and the tolerance value is 1 m³/s. For low values of the required remote release, the required total release approximates the threshold value. For large values, it approximates the required remote release itself. Around the threshold value, due to the tolerance value of 1 m³/s, the required total release is a little larger than both the treshold value and the required remote release value: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | requiredremoterelease | requiredrelease | ------------------------------------------------- | 1 | 0.0 | 4.0 | | 2 | 1.0 | 4.000012 | | 3 | 2.0 | 4.000349 | | 4 | 3.0 | 4.01 | | 5 | 4.0 | 4.205524 | | 6 | 5.0 | 5.01 | | 7 | 6.0 | 6.000349 | | 8 | 7.0 | 7.000012 | | 9 | 8.0 | 8.0 |
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L760-L874
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_requiredrelease_v2
def calc_requiredrelease_v2(self): """Calculate the water release (immediately downstream) required for reducing drought events. Required control parameter: |NearDischargeMinimumThreshold| Required derived parameter: |dam_derived.TOY| Calculated flux sequence: |RequiredRelease| Basic equation: :math:`RequiredRelease = NearDischargeMinimumThreshold` Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() Define a minimum discharge value for a cross section immediately downstream of 4 m³/s for the summer months and of 0 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=4.0, _10_31_12=4.0) As to be expected, the calculated required release is 0.0 m³/s on May 31 and 4.0 m³/s on April 1: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> model.calc_requiredrelease_v2() >>> fluxes.requiredrelease requiredrelease(0.0) >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> model.calc_requiredrelease_v2() >>> fluxes.requiredrelease requiredrelease(4.0) """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess flu.requiredrelease = con.neardischargeminimumthreshold[ der.toy[self.idx_sim]]
python
def calc_requiredrelease_v2(self): """Calculate the water release (immediately downstream) required for reducing drought events. Required control parameter: |NearDischargeMinimumThreshold| Required derived parameter: |dam_derived.TOY| Calculated flux sequence: |RequiredRelease| Basic equation: :math:`RequiredRelease = NearDischargeMinimumThreshold` Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() Define a minimum discharge value for a cross section immediately downstream of 4 m³/s for the summer months and of 0 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=4.0, _10_31_12=4.0) As to be expected, the calculated required release is 0.0 m³/s on May 31 and 4.0 m³/s on April 1: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> model.calc_requiredrelease_v2() >>> fluxes.requiredrelease requiredrelease(0.0) >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> model.calc_requiredrelease_v2() >>> fluxes.requiredrelease requiredrelease(4.0) """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess flu.requiredrelease = con.neardischargeminimumthreshold[ der.toy[self.idx_sim]]
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Calculate the water release (immediately downstream) required for reducing drought events. Required control parameter: |NearDischargeMinimumThreshold| Required derived parameter: |dam_derived.TOY| Calculated flux sequence: |RequiredRelease| Basic equation: :math:`RequiredRelease = NearDischargeMinimumThreshold` Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() Define a minimum discharge value for a cross section immediately downstream of 4 m³/s for the summer months and of 0 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=4.0, _10_31_12=4.0) As to be expected, the calculated required release is 0.0 m³/s on May 31 and 4.0 m³/s on April 1: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> model.calc_requiredrelease_v2() >>> fluxes.requiredrelease requiredrelease(0.0) >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> model.calc_requiredrelease_v2() >>> fluxes.requiredrelease requiredrelease(4.0)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L877-L930
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_possibleremoterelieve_v1
def calc_possibleremoterelieve_v1(self): """Calculate the highest possible water release that can be routed to a remote location based on an artificial neural network describing the relationship between possible release and water stage. Required control parameter: |WaterLevel2PossibleRemoteRelieve| Required aide sequence: |WaterLevel| Calculated flux sequence: |PossibleRemoteRelieve| Example: For simplicity, the example of method |calc_flooddischarge_v1| is reused. See the documentation on the mentioned method for further information: >>> from hydpy.models.dam import * >>> parameterstep() >>> waterlevel2possibleremoterelieve( ... nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1, ... weights_input=[[50., 4]], ... weights_output=[[2.], [30]], ... intercepts_hidden=[[-13000, -1046]], ... intercepts_output=[0.]) >>> from hydpy import UnitTest >>> test = UnitTest( ... model, model.calc_possibleremoterelieve_v1, ... last_example=21, ... parseqs=(aides.waterlevel, fluxes.possibleremoterelieve)) >>> test.nexts.waterlevel = numpy.arange(257, 261.1, 0.2) >>> test() | ex. | waterlevel | possibleremoterelieve | -------------------------------------------- | 1 | 257.0 | 0.0 | | 2 | 257.2 | 0.000001 | | 3 | 257.4 | 0.000002 | | 4 | 257.6 | 0.000005 | | 5 | 257.8 | 0.000011 | | 6 | 258.0 | 0.000025 | | 7 | 258.2 | 0.000056 | | 8 | 258.4 | 0.000124 | | 9 | 258.6 | 0.000275 | | 10 | 258.8 | 0.000612 | | 11 | 259.0 | 0.001362 | | 12 | 259.2 | 0.003031 | | 13 | 259.4 | 0.006745 | | 14 | 259.6 | 0.015006 | | 15 | 259.8 | 0.033467 | | 16 | 260.0 | 1.074179 | | 17 | 260.2 | 2.164498 | | 18 | 260.4 | 2.363853 | | 19 | 260.6 | 2.79791 | | 20 | 260.8 | 3.719725 | | 21 | 261.0 | 5.576088 | """ con = self.parameters.control.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess con.waterlevel2possibleremoterelieve.inputs[0] = aid.waterlevel con.waterlevel2possibleremoterelieve.process_actual_input() flu.possibleremoterelieve = con.waterlevel2possibleremoterelieve.outputs[0]
python
def calc_possibleremoterelieve_v1(self): """Calculate the highest possible water release that can be routed to a remote location based on an artificial neural network describing the relationship between possible release and water stage. Required control parameter: |WaterLevel2PossibleRemoteRelieve| Required aide sequence: |WaterLevel| Calculated flux sequence: |PossibleRemoteRelieve| Example: For simplicity, the example of method |calc_flooddischarge_v1| is reused. See the documentation on the mentioned method for further information: >>> from hydpy.models.dam import * >>> parameterstep() >>> waterlevel2possibleremoterelieve( ... nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1, ... weights_input=[[50., 4]], ... weights_output=[[2.], [30]], ... intercepts_hidden=[[-13000, -1046]], ... intercepts_output=[0.]) >>> from hydpy import UnitTest >>> test = UnitTest( ... model, model.calc_possibleremoterelieve_v1, ... last_example=21, ... parseqs=(aides.waterlevel, fluxes.possibleremoterelieve)) >>> test.nexts.waterlevel = numpy.arange(257, 261.1, 0.2) >>> test() | ex. | waterlevel | possibleremoterelieve | -------------------------------------------- | 1 | 257.0 | 0.0 | | 2 | 257.2 | 0.000001 | | 3 | 257.4 | 0.000002 | | 4 | 257.6 | 0.000005 | | 5 | 257.8 | 0.000011 | | 6 | 258.0 | 0.000025 | | 7 | 258.2 | 0.000056 | | 8 | 258.4 | 0.000124 | | 9 | 258.6 | 0.000275 | | 10 | 258.8 | 0.000612 | | 11 | 259.0 | 0.001362 | | 12 | 259.2 | 0.003031 | | 13 | 259.4 | 0.006745 | | 14 | 259.6 | 0.015006 | | 15 | 259.8 | 0.033467 | | 16 | 260.0 | 1.074179 | | 17 | 260.2 | 2.164498 | | 18 | 260.4 | 2.363853 | | 19 | 260.6 | 2.79791 | | 20 | 260.8 | 3.719725 | | 21 | 261.0 | 5.576088 | """ con = self.parameters.control.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess con.waterlevel2possibleremoterelieve.inputs[0] = aid.waterlevel con.waterlevel2possibleremoterelieve.process_actual_input() flu.possibleremoterelieve = con.waterlevel2possibleremoterelieve.outputs[0]
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Calculate the highest possible water release that can be routed to a remote location based on an artificial neural network describing the relationship between possible release and water stage. Required control parameter: |WaterLevel2PossibleRemoteRelieve| Required aide sequence: |WaterLevel| Calculated flux sequence: |PossibleRemoteRelieve| Example: For simplicity, the example of method |calc_flooddischarge_v1| is reused. See the documentation on the mentioned method for further information: >>> from hydpy.models.dam import * >>> parameterstep() >>> waterlevel2possibleremoterelieve( ... nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1, ... weights_input=[[50., 4]], ... weights_output=[[2.], [30]], ... intercepts_hidden=[[-13000, -1046]], ... intercepts_output=[0.]) >>> from hydpy import UnitTest >>> test = UnitTest( ... model, model.calc_possibleremoterelieve_v1, ... last_example=21, ... parseqs=(aides.waterlevel, fluxes.possibleremoterelieve)) >>> test.nexts.waterlevel = numpy.arange(257, 261.1, 0.2) >>> test() | ex. | waterlevel | possibleremoterelieve | -------------------------------------------- | 1 | 257.0 | 0.0 | | 2 | 257.2 | 0.000001 | | 3 | 257.4 | 0.000002 | | 4 | 257.6 | 0.000005 | | 5 | 257.8 | 0.000011 | | 6 | 258.0 | 0.000025 | | 7 | 258.2 | 0.000056 | | 8 | 258.4 | 0.000124 | | 9 | 258.6 | 0.000275 | | 10 | 258.8 | 0.000612 | | 11 | 259.0 | 0.001362 | | 12 | 259.2 | 0.003031 | | 13 | 259.4 | 0.006745 | | 14 | 259.6 | 0.015006 | | 15 | 259.8 | 0.033467 | | 16 | 260.0 | 1.074179 | | 17 | 260.2 | 2.164498 | | 18 | 260.4 | 2.363853 | | 19 | 260.6 | 2.79791 | | 20 | 260.8 | 3.719725 | | 21 | 261.0 | 5.576088 |
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L933-L999
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_actualremoterelieve_v1
def calc_actualremoterelieve_v1(self): """Calculate the actual amount of water released to a remote location to relieve the dam during high flow conditions. Required control parameter: |RemoteRelieveTolerance| Required flux sequences: |AllowedRemoteRelieve| |PossibleRemoteRelieve| Calculated flux sequence: |ActualRemoteRelieve| Basic equation - discontinous: :math:`ActualRemoteRelease = min(PossibleRemoteRelease, AllowedRemoteRelease)` Basic equation - continous: :math:`ActualRemoteRelease = smooth_min1(PossibleRemoteRelease, AllowedRemoteRelease, RemoteRelieveTolerance)` Used auxiliary methods: |smooth_min1| |smooth_max1| Note that the given continous basic equation is a simplification of the complete algorithm to calculate |ActualRemoteRelieve|, which also makes use of |smooth_max1| to prevent from gaining negative values in a smooth manner. Examples: Prepare a dam model: >>> from hydpy.models.dam import * >>> parameterstep() Prepare a test function object that performs seven examples with |PossibleRemoteRelieve| ranging from -1 to 5 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualremoterelieve_v1, ... last_example=7, ... parseqs=(fluxes.possibleremoterelieve, ... fluxes.actualremoterelieve)) >>> test.nexts.possibleremoterelieve = range(-1, 6) We begin with a |AllowedRemoteRelieve| value of 3 m³/s: >>> fluxes.allowedremoterelieve = 3.0 Through setting the value of |RemoteRelieveTolerance| to the lowest possible value, there is no smoothing. Instead, the relationship between |ActualRemoteRelieve| and |PossibleRemoteRelieve| follows the simple discontinous minimum function: >>> remoterelievetolerance(0.0) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 3.0 | | 6 | 4.0 | 3.0 | | 7 | 5.0 | 3.0 | Increasing the value of parameter |RemoteRelieveTolerance| to a sensible value results in a moderate smoothing: >>> remoterelievetolerance(0.2) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.970639 | | 4 | 2.0 | 1.89588 | | 5 | 3.0 | 2.584112 | | 6 | 4.0 | 2.896195 | | 7 | 5.0 | 2.978969 | Even when setting a very large smoothing parameter value, the actual remote relieve does not fall below 0 m³/s: >>> remoterelievetolerance(1.0) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.306192 | | 4 | 2.0 | 0.634882 | | 5 | 3.0 | 1.037708 | | 6 | 4.0 | 1.436494 | | 7 | 5.0 | 1.788158 | Now we repeat the last example with a allowed remote relieve of only 0.03 m³/s instead of 3 m³/s: >>> fluxes.allowedremoterelieve = 0.03 >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.03 | | 4 | 2.0 | 0.03 | | 5 | 3.0 | 0.03 | | 6 | 4.0 | 0.03 | | 7 | 5.0 | 0.03 | The result above is as expected, but the smooth part of the relationship is not resolved. By increasing the resolution we see a relationship that corresponds to the one shown above for an allowed relieve of 3 m³/s. This points out, that the degree of smoothing is releative to the allowed relieve: >>> import numpy >>> test.nexts.possibleremoterelieve = numpy.arange(-0.01, 0.06, 0.01) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -0.01 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 0.01 | 0.003062 | | 4 | 0.02 | 0.006349 | | 5 | 0.03 | 0.010377 | | 6 | 0.04 | 0.014365 | | 7 | 0.05 | 0.017882 | One can reperform the shown experiments with an even higher resolution to see that the relationship between |ActualRemoteRelieve| and |PossibleRemoteRelieve| is (at least in most cases) in fact very smooth. But a more analytical approach would possibly be favourable regarding the smoothness in some edge cases and computational efficiency. """ con = self.parameters.control.fastaccess flu = self.sequences.fluxes.fastaccess d_smoothpar = con.remoterelievetolerance*flu.allowedremoterelieve flu.actualremoterelieve = smoothutils.smooth_min1( flu.possibleremoterelieve, flu.allowedremoterelieve, d_smoothpar) for dummy in range(5): d_smoothpar /= 5. flu.actualremoterelieve = smoothutils.smooth_max1( flu.actualremoterelieve, 0., d_smoothpar) d_smoothpar /= 5. flu.actualremoterelieve = smoothutils.smooth_min1( flu.actualremoterelieve, flu.possibleremoterelieve, d_smoothpar) flu.actualremoterelieve = min(flu.actualremoterelieve, flu.possibleremoterelieve) flu.actualremoterelieve = min(flu.actualremoterelieve, flu.allowedremoterelieve) flu.actualremoterelieve = max(flu.actualremoterelieve, 0.)
python
def calc_actualremoterelieve_v1(self): """Calculate the actual amount of water released to a remote location to relieve the dam during high flow conditions. Required control parameter: |RemoteRelieveTolerance| Required flux sequences: |AllowedRemoteRelieve| |PossibleRemoteRelieve| Calculated flux sequence: |ActualRemoteRelieve| Basic equation - discontinous: :math:`ActualRemoteRelease = min(PossibleRemoteRelease, AllowedRemoteRelease)` Basic equation - continous: :math:`ActualRemoteRelease = smooth_min1(PossibleRemoteRelease, AllowedRemoteRelease, RemoteRelieveTolerance)` Used auxiliary methods: |smooth_min1| |smooth_max1| Note that the given continous basic equation is a simplification of the complete algorithm to calculate |ActualRemoteRelieve|, which also makes use of |smooth_max1| to prevent from gaining negative values in a smooth manner. Examples: Prepare a dam model: >>> from hydpy.models.dam import * >>> parameterstep() Prepare a test function object that performs seven examples with |PossibleRemoteRelieve| ranging from -1 to 5 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualremoterelieve_v1, ... last_example=7, ... parseqs=(fluxes.possibleremoterelieve, ... fluxes.actualremoterelieve)) >>> test.nexts.possibleremoterelieve = range(-1, 6) We begin with a |AllowedRemoteRelieve| value of 3 m³/s: >>> fluxes.allowedremoterelieve = 3.0 Through setting the value of |RemoteRelieveTolerance| to the lowest possible value, there is no smoothing. Instead, the relationship between |ActualRemoteRelieve| and |PossibleRemoteRelieve| follows the simple discontinous minimum function: >>> remoterelievetolerance(0.0) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 3.0 | | 6 | 4.0 | 3.0 | | 7 | 5.0 | 3.0 | Increasing the value of parameter |RemoteRelieveTolerance| to a sensible value results in a moderate smoothing: >>> remoterelievetolerance(0.2) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.970639 | | 4 | 2.0 | 1.89588 | | 5 | 3.0 | 2.584112 | | 6 | 4.0 | 2.896195 | | 7 | 5.0 | 2.978969 | Even when setting a very large smoothing parameter value, the actual remote relieve does not fall below 0 m³/s: >>> remoterelievetolerance(1.0) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.306192 | | 4 | 2.0 | 0.634882 | | 5 | 3.0 | 1.037708 | | 6 | 4.0 | 1.436494 | | 7 | 5.0 | 1.788158 | Now we repeat the last example with a allowed remote relieve of only 0.03 m³/s instead of 3 m³/s: >>> fluxes.allowedremoterelieve = 0.03 >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.03 | | 4 | 2.0 | 0.03 | | 5 | 3.0 | 0.03 | | 6 | 4.0 | 0.03 | | 7 | 5.0 | 0.03 | The result above is as expected, but the smooth part of the relationship is not resolved. By increasing the resolution we see a relationship that corresponds to the one shown above for an allowed relieve of 3 m³/s. This points out, that the degree of smoothing is releative to the allowed relieve: >>> import numpy >>> test.nexts.possibleremoterelieve = numpy.arange(-0.01, 0.06, 0.01) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -0.01 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 0.01 | 0.003062 | | 4 | 0.02 | 0.006349 | | 5 | 0.03 | 0.010377 | | 6 | 0.04 | 0.014365 | | 7 | 0.05 | 0.017882 | One can reperform the shown experiments with an even higher resolution to see that the relationship between |ActualRemoteRelieve| and |PossibleRemoteRelieve| is (at least in most cases) in fact very smooth. But a more analytical approach would possibly be favourable regarding the smoothness in some edge cases and computational efficiency. """ con = self.parameters.control.fastaccess flu = self.sequences.fluxes.fastaccess d_smoothpar = con.remoterelievetolerance*flu.allowedremoterelieve flu.actualremoterelieve = smoothutils.smooth_min1( flu.possibleremoterelieve, flu.allowedremoterelieve, d_smoothpar) for dummy in range(5): d_smoothpar /= 5. flu.actualremoterelieve = smoothutils.smooth_max1( flu.actualremoterelieve, 0., d_smoothpar) d_smoothpar /= 5. flu.actualremoterelieve = smoothutils.smooth_min1( flu.actualremoterelieve, flu.possibleremoterelieve, d_smoothpar) flu.actualremoterelieve = min(flu.actualremoterelieve, flu.possibleremoterelieve) flu.actualremoterelieve = min(flu.actualremoterelieve, flu.allowedremoterelieve) flu.actualremoterelieve = max(flu.actualremoterelieve, 0.)
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Calculate the actual amount of water released to a remote location to relieve the dam during high flow conditions. Required control parameter: |RemoteRelieveTolerance| Required flux sequences: |AllowedRemoteRelieve| |PossibleRemoteRelieve| Calculated flux sequence: |ActualRemoteRelieve| Basic equation - discontinous: :math:`ActualRemoteRelease = min(PossibleRemoteRelease, AllowedRemoteRelease)` Basic equation - continous: :math:`ActualRemoteRelease = smooth_min1(PossibleRemoteRelease, AllowedRemoteRelease, RemoteRelieveTolerance)` Used auxiliary methods: |smooth_min1| |smooth_max1| Note that the given continous basic equation is a simplification of the complete algorithm to calculate |ActualRemoteRelieve|, which also makes use of |smooth_max1| to prevent from gaining negative values in a smooth manner. Examples: Prepare a dam model: >>> from hydpy.models.dam import * >>> parameterstep() Prepare a test function object that performs seven examples with |PossibleRemoteRelieve| ranging from -1 to 5 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualremoterelieve_v1, ... last_example=7, ... parseqs=(fluxes.possibleremoterelieve, ... fluxes.actualremoterelieve)) >>> test.nexts.possibleremoterelieve = range(-1, 6) We begin with a |AllowedRemoteRelieve| value of 3 m³/s: >>> fluxes.allowedremoterelieve = 3.0 Through setting the value of |RemoteRelieveTolerance| to the lowest possible value, there is no smoothing. Instead, the relationship between |ActualRemoteRelieve| and |PossibleRemoteRelieve| follows the simple discontinous minimum function: >>> remoterelievetolerance(0.0) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 3.0 | | 6 | 4.0 | 3.0 | | 7 | 5.0 | 3.0 | Increasing the value of parameter |RemoteRelieveTolerance| to a sensible value results in a moderate smoothing: >>> remoterelievetolerance(0.2) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.970639 | | 4 | 2.0 | 1.89588 | | 5 | 3.0 | 2.584112 | | 6 | 4.0 | 2.896195 | | 7 | 5.0 | 2.978969 | Even when setting a very large smoothing parameter value, the actual remote relieve does not fall below 0 m³/s: >>> remoterelievetolerance(1.0) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.306192 | | 4 | 2.0 | 0.634882 | | 5 | 3.0 | 1.037708 | | 6 | 4.0 | 1.436494 | | 7 | 5.0 | 1.788158 | Now we repeat the last example with a allowed remote relieve of only 0.03 m³/s instead of 3 m³/s: >>> fluxes.allowedremoterelieve = 0.03 >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.03 | | 4 | 2.0 | 0.03 | | 5 | 3.0 | 0.03 | | 6 | 4.0 | 0.03 | | 7 | 5.0 | 0.03 | The result above is as expected, but the smooth part of the relationship is not resolved. By increasing the resolution we see a relationship that corresponds to the one shown above for an allowed relieve of 3 m³/s. This points out, that the degree of smoothing is releative to the allowed relieve: >>> import numpy >>> test.nexts.possibleremoterelieve = numpy.arange(-0.01, 0.06, 0.01) >>> test() | ex. | possibleremoterelieve | actualremoterelieve | ----------------------------------------------------- | 1 | -0.01 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 0.01 | 0.003062 | | 4 | 0.02 | 0.006349 | | 5 | 0.03 | 0.010377 | | 6 | 0.04 | 0.014365 | | 7 | 0.05 | 0.017882 | One can reperform the shown experiments with an even higher resolution to see that the relationship between |ActualRemoteRelieve| and |PossibleRemoteRelieve| is (at least in most cases) in fact very smooth. But a more analytical approach would possibly be favourable regarding the smoothness in some edge cases and computational efficiency.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L1002-L1160
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_targetedrelease_v1
def calc_targetedrelease_v1(self): """Calculate the targeted water release for reducing drought events, taking into account both the required water release and the actual inflow into the dam. Some dams are supposed to maintain a certain degree of low flow variability downstream. In case parameter |RestrictTargetedRelease| is set to `True`, method |calc_targetedrelease_v1| simulates this by (approximately) passing inflow as outflow whenever inflow is below the value of the threshold parameter |NearDischargeMinimumThreshold|. If parameter |RestrictTargetedRelease| is set to `False`, does nothing except assigning the value of sequence |RequiredRelease| to sequence |TargetedRelease|. Required control parameter: |RestrictTargetedRelease| |NearDischargeMinimumThreshold| Required derived parameters: |NearDischargeMinimumSmoothPar1| |dam_derived.TOY| Required flux sequence: |RequiredRelease| Calculated flux sequence: |TargetedRelease| Used auxiliary method: |smooth_logistic1| Basic equation: :math:`TargetedRelease = w \\cdot RequiredRelease + (1-w) \\cdot Inflow` :math:`w = smooth_{logistic1}( Inflow-NearDischargeMinimumThreshold, NearDischargeMinimumSmoothPar1)` Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() We start with enabling |RestrictTargetedRelease|: >>> restricttargetedrelease(True) Define a minimum discharge value for a cross section immediately downstream of 6 m³/s for the summer months and of 4 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=6.0, _03_31_12=6.0, ... _04_1_12=4.0, _10_31_12=4.0) Also define related tolerance values that are 1 m³/s in summer and 0 m³/s in winter: >>> neardischargeminimumtolerance(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=2.0, _10_31_12=2.0) >>> derived.neardischargeminimumsmoothpar1.update() Prepare a test function that calculates the targeted water release based on the parameter values defined above and for inflows into the dam ranging from 0 m³/s to 10 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_targetedrelease_v1, ... last_example=21, ... parseqs=(fluxes.inflow, ... fluxes.targetedrelease)) >>> test.nexts.inflow = numpy.arange(0.0, 10.5, .5) Firstly, assume the required release of water for reducing droughts has already been determined to be 10 m³/s: >>> fluxes.requiredrelease = 10. On May 31, the tolerance value is 0 m³/s. Hence the targeted release jumps from the inflow value to the required release when exceeding the threshold value of 6 m³/s: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 8.0 | | 14 | 6.5 | 10.0 | | 15 | 7.0 | 10.0 | | 16 | 7.5 | 10.0 | | 17 | 8.0 | 10.0 | | 18 | 8.5 | 10.0 | | 19 | 9.0 | 10.0 | | 20 | 9.5 | 10.0 | | 21 | 10.0 | 10.0 | On April 1, the threshold value is 4 m³/s and the tolerance value is 2 m³/s. Hence there is a smooth transition for inflows ranging between 2 m³/s and 6 m³/s: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.00102 | | 2 | 0.5 | 0.503056 | | 3 | 1.0 | 1.009127 | | 4 | 1.5 | 1.527132 | | 5 | 2.0 | 2.08 | | 6 | 2.5 | 2.731586 | | 7 | 3.0 | 3.639277 | | 8 | 3.5 | 5.064628 | | 9 | 4.0 | 7.0 | | 10 | 4.5 | 8.676084 | | 11 | 5.0 | 9.543374 | | 12 | 5.5 | 9.861048 | | 13 | 6.0 | 9.96 | | 14 | 6.5 | 9.988828 | | 15 | 7.0 | 9.996958 | | 16 | 7.5 | 9.999196 | | 17 | 8.0 | 9.999796 | | 18 | 8.5 | 9.999951 | | 19 | 9.0 | 9.99999 | | 20 | 9.5 | 9.999998 | | 21 | 10.0 | 10.0 | An required release substantially below the threshold value is a rather unlikely scenario, but is at least instructive regarding the functioning of the method (when plotting the results graphically...): >>> fluxes.requiredrelease = 2. On May 31, the relationship between targeted release and inflow is again highly discontinous: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 4.0 | | 14 | 6.5 | 2.0 | | 15 | 7.0 | 2.0 | | 16 | 7.5 | 2.0 | | 17 | 8.0 | 2.0 | | 18 | 8.5 | 2.0 | | 19 | 9.0 | 2.0 | | 20 | 9.5 | 2.0 | | 21 | 10.0 | 2.0 | And on April 1, it is again absolutely smooth: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.000204 | | 2 | 0.5 | 0.500483 | | 3 | 1.0 | 1.001014 | | 4 | 1.5 | 1.501596 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.484561 | | 7 | 3.0 | 2.908675 | | 8 | 3.5 | 3.138932 | | 9 | 4.0 | 3.0 | | 10 | 4.5 | 2.60178 | | 11 | 5.0 | 2.273976 | | 12 | 5.5 | 2.108074 | | 13 | 6.0 | 2.04 | | 14 | 6.5 | 2.014364 | | 15 | 7.0 | 2.005071 | | 16 | 7.5 | 2.00177 | | 17 | 8.0 | 2.000612 | | 18 | 8.5 | 2.00021 | | 19 | 9.0 | 2.000072 | | 20 | 9.5 | 2.000024 | | 21 | 10.0 | 2.000008 | For required releases equal with the threshold value, there is generally no jump in the relationship. But on May 31, there remains a discontinuity in the first derivative: >>> fluxes.requiredrelease = 6. >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 6.0 | | 14 | 6.5 | 6.0 | | 15 | 7.0 | 6.0 | | 16 | 7.5 | 6.0 | | 17 | 8.0 | 6.0 | | 18 | 8.5 | 6.0 | | 19 | 9.0 | 6.0 | | 20 | 9.5 | 6.0 | | 21 | 10.0 | 6.0 | On April 1, this second order discontinuity is smoothed with the help of a little hump around the threshold: >>> fluxes.requiredrelease = 4. >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.000408 | | 2 | 0.5 | 0.501126 | | 3 | 1.0 | 1.003042 | | 4 | 1.5 | 1.50798 | | 5 | 2.0 | 2.02 | | 6 | 2.5 | 2.546317 | | 7 | 3.0 | 3.091325 | | 8 | 3.5 | 3.620356 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.120356 | | 11 | 5.0 | 4.091325 | | 12 | 5.5 | 4.046317 | | 13 | 6.0 | 4.02 | | 14 | 6.5 | 4.00798 | | 15 | 7.0 | 4.003042 | | 16 | 7.5 | 4.001126 | | 17 | 8.0 | 4.000408 | | 18 | 8.5 | 4.000146 | | 19 | 9.0 | 4.000051 | | 20 | 9.5 | 4.000018 | | 21 | 10.0 | 4.000006 | Repeating the above example with the |RestrictTargetedRelease| flag disabled results in identical values for sequences |RequiredRelease| and |TargetedRelease|: >>> restricttargetedrelease(False) >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 4.0 | | 2 | 0.5 | 4.0 | | 3 | 1.0 | 4.0 | | 4 | 1.5 | 4.0 | | 5 | 2.0 | 4.0 | | 6 | 2.5 | 4.0 | | 7 | 3.0 | 4.0 | | 8 | 3.5 | 4.0 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.0 | | 11 | 5.0 | 4.0 | | 12 | 5.5 | 4.0 | | 13 | 6.0 | 4.0 | | 14 | 6.5 | 4.0 | | 15 | 7.0 | 4.0 | | 16 | 7.5 | 4.0 | | 17 | 8.0 | 4.0 | | 18 | 8.5 | 4.0 | | 19 | 9.0 | 4.0 | | 20 | 9.5 | 4.0 | | 21 | 10.0 | 4.0 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess if con.restricttargetedrelease: flu.targetedrelease = smoothutils.smooth_logistic1( flu.inflow-con.neardischargeminimumthreshold[ der.toy[self.idx_sim]], der.neardischargeminimumsmoothpar1[der.toy[self.idx_sim]]) flu.targetedrelease = (flu.targetedrelease * flu.requiredrelease + (1.-flu.targetedrelease) * flu.inflow) else: flu.targetedrelease = flu.requiredrelease
python
def calc_targetedrelease_v1(self): """Calculate the targeted water release for reducing drought events, taking into account both the required water release and the actual inflow into the dam. Some dams are supposed to maintain a certain degree of low flow variability downstream. In case parameter |RestrictTargetedRelease| is set to `True`, method |calc_targetedrelease_v1| simulates this by (approximately) passing inflow as outflow whenever inflow is below the value of the threshold parameter |NearDischargeMinimumThreshold|. If parameter |RestrictTargetedRelease| is set to `False`, does nothing except assigning the value of sequence |RequiredRelease| to sequence |TargetedRelease|. Required control parameter: |RestrictTargetedRelease| |NearDischargeMinimumThreshold| Required derived parameters: |NearDischargeMinimumSmoothPar1| |dam_derived.TOY| Required flux sequence: |RequiredRelease| Calculated flux sequence: |TargetedRelease| Used auxiliary method: |smooth_logistic1| Basic equation: :math:`TargetedRelease = w \\cdot RequiredRelease + (1-w) \\cdot Inflow` :math:`w = smooth_{logistic1}( Inflow-NearDischargeMinimumThreshold, NearDischargeMinimumSmoothPar1)` Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() We start with enabling |RestrictTargetedRelease|: >>> restricttargetedrelease(True) Define a minimum discharge value for a cross section immediately downstream of 6 m³/s for the summer months and of 4 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=6.0, _03_31_12=6.0, ... _04_1_12=4.0, _10_31_12=4.0) Also define related tolerance values that are 1 m³/s in summer and 0 m³/s in winter: >>> neardischargeminimumtolerance(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=2.0, _10_31_12=2.0) >>> derived.neardischargeminimumsmoothpar1.update() Prepare a test function that calculates the targeted water release based on the parameter values defined above and for inflows into the dam ranging from 0 m³/s to 10 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_targetedrelease_v1, ... last_example=21, ... parseqs=(fluxes.inflow, ... fluxes.targetedrelease)) >>> test.nexts.inflow = numpy.arange(0.0, 10.5, .5) Firstly, assume the required release of water for reducing droughts has already been determined to be 10 m³/s: >>> fluxes.requiredrelease = 10. On May 31, the tolerance value is 0 m³/s. Hence the targeted release jumps from the inflow value to the required release when exceeding the threshold value of 6 m³/s: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 8.0 | | 14 | 6.5 | 10.0 | | 15 | 7.0 | 10.0 | | 16 | 7.5 | 10.0 | | 17 | 8.0 | 10.0 | | 18 | 8.5 | 10.0 | | 19 | 9.0 | 10.0 | | 20 | 9.5 | 10.0 | | 21 | 10.0 | 10.0 | On April 1, the threshold value is 4 m³/s and the tolerance value is 2 m³/s. Hence there is a smooth transition for inflows ranging between 2 m³/s and 6 m³/s: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.00102 | | 2 | 0.5 | 0.503056 | | 3 | 1.0 | 1.009127 | | 4 | 1.5 | 1.527132 | | 5 | 2.0 | 2.08 | | 6 | 2.5 | 2.731586 | | 7 | 3.0 | 3.639277 | | 8 | 3.5 | 5.064628 | | 9 | 4.0 | 7.0 | | 10 | 4.5 | 8.676084 | | 11 | 5.0 | 9.543374 | | 12 | 5.5 | 9.861048 | | 13 | 6.0 | 9.96 | | 14 | 6.5 | 9.988828 | | 15 | 7.0 | 9.996958 | | 16 | 7.5 | 9.999196 | | 17 | 8.0 | 9.999796 | | 18 | 8.5 | 9.999951 | | 19 | 9.0 | 9.99999 | | 20 | 9.5 | 9.999998 | | 21 | 10.0 | 10.0 | An required release substantially below the threshold value is a rather unlikely scenario, but is at least instructive regarding the functioning of the method (when plotting the results graphically...): >>> fluxes.requiredrelease = 2. On May 31, the relationship between targeted release and inflow is again highly discontinous: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 4.0 | | 14 | 6.5 | 2.0 | | 15 | 7.0 | 2.0 | | 16 | 7.5 | 2.0 | | 17 | 8.0 | 2.0 | | 18 | 8.5 | 2.0 | | 19 | 9.0 | 2.0 | | 20 | 9.5 | 2.0 | | 21 | 10.0 | 2.0 | And on April 1, it is again absolutely smooth: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.000204 | | 2 | 0.5 | 0.500483 | | 3 | 1.0 | 1.001014 | | 4 | 1.5 | 1.501596 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.484561 | | 7 | 3.0 | 2.908675 | | 8 | 3.5 | 3.138932 | | 9 | 4.0 | 3.0 | | 10 | 4.5 | 2.60178 | | 11 | 5.0 | 2.273976 | | 12 | 5.5 | 2.108074 | | 13 | 6.0 | 2.04 | | 14 | 6.5 | 2.014364 | | 15 | 7.0 | 2.005071 | | 16 | 7.5 | 2.00177 | | 17 | 8.0 | 2.000612 | | 18 | 8.5 | 2.00021 | | 19 | 9.0 | 2.000072 | | 20 | 9.5 | 2.000024 | | 21 | 10.0 | 2.000008 | For required releases equal with the threshold value, there is generally no jump in the relationship. But on May 31, there remains a discontinuity in the first derivative: >>> fluxes.requiredrelease = 6. >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 6.0 | | 14 | 6.5 | 6.0 | | 15 | 7.0 | 6.0 | | 16 | 7.5 | 6.0 | | 17 | 8.0 | 6.0 | | 18 | 8.5 | 6.0 | | 19 | 9.0 | 6.0 | | 20 | 9.5 | 6.0 | | 21 | 10.0 | 6.0 | On April 1, this second order discontinuity is smoothed with the help of a little hump around the threshold: >>> fluxes.requiredrelease = 4. >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.000408 | | 2 | 0.5 | 0.501126 | | 3 | 1.0 | 1.003042 | | 4 | 1.5 | 1.50798 | | 5 | 2.0 | 2.02 | | 6 | 2.5 | 2.546317 | | 7 | 3.0 | 3.091325 | | 8 | 3.5 | 3.620356 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.120356 | | 11 | 5.0 | 4.091325 | | 12 | 5.5 | 4.046317 | | 13 | 6.0 | 4.02 | | 14 | 6.5 | 4.00798 | | 15 | 7.0 | 4.003042 | | 16 | 7.5 | 4.001126 | | 17 | 8.0 | 4.000408 | | 18 | 8.5 | 4.000146 | | 19 | 9.0 | 4.000051 | | 20 | 9.5 | 4.000018 | | 21 | 10.0 | 4.000006 | Repeating the above example with the |RestrictTargetedRelease| flag disabled results in identical values for sequences |RequiredRelease| and |TargetedRelease|: >>> restricttargetedrelease(False) >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 4.0 | | 2 | 0.5 | 4.0 | | 3 | 1.0 | 4.0 | | 4 | 1.5 | 4.0 | | 5 | 2.0 | 4.0 | | 6 | 2.5 | 4.0 | | 7 | 3.0 | 4.0 | | 8 | 3.5 | 4.0 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.0 | | 11 | 5.0 | 4.0 | | 12 | 5.5 | 4.0 | | 13 | 6.0 | 4.0 | | 14 | 6.5 | 4.0 | | 15 | 7.0 | 4.0 | | 16 | 7.5 | 4.0 | | 17 | 8.0 | 4.0 | | 18 | 8.5 | 4.0 | | 19 | 9.0 | 4.0 | | 20 | 9.5 | 4.0 | | 21 | 10.0 | 4.0 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess if con.restricttargetedrelease: flu.targetedrelease = smoothutils.smooth_logistic1( flu.inflow-con.neardischargeminimumthreshold[ der.toy[self.idx_sim]], der.neardischargeminimumsmoothpar1[der.toy[self.idx_sim]]) flu.targetedrelease = (flu.targetedrelease * flu.requiredrelease + (1.-flu.targetedrelease) * flu.inflow) else: flu.targetedrelease = flu.requiredrelease
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Calculate the targeted water release for reducing drought events, taking into account both the required water release and the actual inflow into the dam. Some dams are supposed to maintain a certain degree of low flow variability downstream. In case parameter |RestrictTargetedRelease| is set to `True`, method |calc_targetedrelease_v1| simulates this by (approximately) passing inflow as outflow whenever inflow is below the value of the threshold parameter |NearDischargeMinimumThreshold|. If parameter |RestrictTargetedRelease| is set to `False`, does nothing except assigning the value of sequence |RequiredRelease| to sequence |TargetedRelease|. Required control parameter: |RestrictTargetedRelease| |NearDischargeMinimumThreshold| Required derived parameters: |NearDischargeMinimumSmoothPar1| |dam_derived.TOY| Required flux sequence: |RequiredRelease| Calculated flux sequence: |TargetedRelease| Used auxiliary method: |smooth_logistic1| Basic equation: :math:`TargetedRelease = w \\cdot RequiredRelease + (1-w) \\cdot Inflow` :math:`w = smooth_{logistic1}( Inflow-NearDischargeMinimumThreshold, NearDischargeMinimumSmoothPar1)` Examples: As in the examples above, define a short simulation time period first: >>> from hydpy import pub >>> pub.timegrids = '2001.03.30', '2001.04.03', '1d' Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.toy.update() We start with enabling |RestrictTargetedRelease|: >>> restricttargetedrelease(True) Define a minimum discharge value for a cross section immediately downstream of 6 m³/s for the summer months and of 4 m³/s for the winter months: >>> neardischargeminimumthreshold(_11_1_12=6.0, _03_31_12=6.0, ... _04_1_12=4.0, _10_31_12=4.0) Also define related tolerance values that are 1 m³/s in summer and 0 m³/s in winter: >>> neardischargeminimumtolerance(_11_1_12=0.0, _03_31_12=0.0, ... _04_1_12=2.0, _10_31_12=2.0) >>> derived.neardischargeminimumsmoothpar1.update() Prepare a test function that calculates the targeted water release based on the parameter values defined above and for inflows into the dam ranging from 0 m³/s to 10 m³/s: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_targetedrelease_v1, ... last_example=21, ... parseqs=(fluxes.inflow, ... fluxes.targetedrelease)) >>> test.nexts.inflow = numpy.arange(0.0, 10.5, .5) Firstly, assume the required release of water for reducing droughts has already been determined to be 10 m³/s: >>> fluxes.requiredrelease = 10. On May 31, the tolerance value is 0 m³/s. Hence the targeted release jumps from the inflow value to the required release when exceeding the threshold value of 6 m³/s: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 8.0 | | 14 | 6.5 | 10.0 | | 15 | 7.0 | 10.0 | | 16 | 7.5 | 10.0 | | 17 | 8.0 | 10.0 | | 18 | 8.5 | 10.0 | | 19 | 9.0 | 10.0 | | 20 | 9.5 | 10.0 | | 21 | 10.0 | 10.0 | On April 1, the threshold value is 4 m³/s and the tolerance value is 2 m³/s. Hence there is a smooth transition for inflows ranging between 2 m³/s and 6 m³/s: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.00102 | | 2 | 0.5 | 0.503056 | | 3 | 1.0 | 1.009127 | | 4 | 1.5 | 1.527132 | | 5 | 2.0 | 2.08 | | 6 | 2.5 | 2.731586 | | 7 | 3.0 | 3.639277 | | 8 | 3.5 | 5.064628 | | 9 | 4.0 | 7.0 | | 10 | 4.5 | 8.676084 | | 11 | 5.0 | 9.543374 | | 12 | 5.5 | 9.861048 | | 13 | 6.0 | 9.96 | | 14 | 6.5 | 9.988828 | | 15 | 7.0 | 9.996958 | | 16 | 7.5 | 9.999196 | | 17 | 8.0 | 9.999796 | | 18 | 8.5 | 9.999951 | | 19 | 9.0 | 9.99999 | | 20 | 9.5 | 9.999998 | | 21 | 10.0 | 10.0 | An required release substantially below the threshold value is a rather unlikely scenario, but is at least instructive regarding the functioning of the method (when plotting the results graphically...): >>> fluxes.requiredrelease = 2. On May 31, the relationship between targeted release and inflow is again highly discontinous: >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 4.0 | | 14 | 6.5 | 2.0 | | 15 | 7.0 | 2.0 | | 16 | 7.5 | 2.0 | | 17 | 8.0 | 2.0 | | 18 | 8.5 | 2.0 | | 19 | 9.0 | 2.0 | | 20 | 9.5 | 2.0 | | 21 | 10.0 | 2.0 | And on April 1, it is again absolutely smooth: >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.000204 | | 2 | 0.5 | 0.500483 | | 3 | 1.0 | 1.001014 | | 4 | 1.5 | 1.501596 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.484561 | | 7 | 3.0 | 2.908675 | | 8 | 3.5 | 3.138932 | | 9 | 4.0 | 3.0 | | 10 | 4.5 | 2.60178 | | 11 | 5.0 | 2.273976 | | 12 | 5.5 | 2.108074 | | 13 | 6.0 | 2.04 | | 14 | 6.5 | 2.014364 | | 15 | 7.0 | 2.005071 | | 16 | 7.5 | 2.00177 | | 17 | 8.0 | 2.000612 | | 18 | 8.5 | 2.00021 | | 19 | 9.0 | 2.000072 | | 20 | 9.5 | 2.000024 | | 21 | 10.0 | 2.000008 | For required releases equal with the threshold value, there is generally no jump in the relationship. But on May 31, there remains a discontinuity in the first derivative: >>> fluxes.requiredrelease = 6. >>> model.idx_sim = pub.timegrids.init['2001.03.31'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.0 | | 2 | 0.5 | 0.5 | | 3 | 1.0 | 1.0 | | 4 | 1.5 | 1.5 | | 5 | 2.0 | 2.0 | | 6 | 2.5 | 2.5 | | 7 | 3.0 | 3.0 | | 8 | 3.5 | 3.5 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.5 | | 11 | 5.0 | 5.0 | | 12 | 5.5 | 5.5 | | 13 | 6.0 | 6.0 | | 14 | 6.5 | 6.0 | | 15 | 7.0 | 6.0 | | 16 | 7.5 | 6.0 | | 17 | 8.0 | 6.0 | | 18 | 8.5 | 6.0 | | 19 | 9.0 | 6.0 | | 20 | 9.5 | 6.0 | | 21 | 10.0 | 6.0 | On April 1, this second order discontinuity is smoothed with the help of a little hump around the threshold: >>> fluxes.requiredrelease = 4. >>> model.idx_sim = pub.timegrids.init['2001.04.01'] >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 0.000408 | | 2 | 0.5 | 0.501126 | | 3 | 1.0 | 1.003042 | | 4 | 1.5 | 1.50798 | | 5 | 2.0 | 2.02 | | 6 | 2.5 | 2.546317 | | 7 | 3.0 | 3.091325 | | 8 | 3.5 | 3.620356 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.120356 | | 11 | 5.0 | 4.091325 | | 12 | 5.5 | 4.046317 | | 13 | 6.0 | 4.02 | | 14 | 6.5 | 4.00798 | | 15 | 7.0 | 4.003042 | | 16 | 7.5 | 4.001126 | | 17 | 8.0 | 4.000408 | | 18 | 8.5 | 4.000146 | | 19 | 9.0 | 4.000051 | | 20 | 9.5 | 4.000018 | | 21 | 10.0 | 4.000006 | Repeating the above example with the |RestrictTargetedRelease| flag disabled results in identical values for sequences |RequiredRelease| and |TargetedRelease|: >>> restricttargetedrelease(False) >>> test() | ex. | inflow | targetedrelease | ---------------------------------- | 1 | 0.0 | 4.0 | | 2 | 0.5 | 4.0 | | 3 | 1.0 | 4.0 | | 4 | 1.5 | 4.0 | | 5 | 2.0 | 4.0 | | 6 | 2.5 | 4.0 | | 7 | 3.0 | 4.0 | | 8 | 3.5 | 4.0 | | 9 | 4.0 | 4.0 | | 10 | 4.5 | 4.0 | | 11 | 5.0 | 4.0 | | 12 | 5.5 | 4.0 | | 13 | 6.0 | 4.0 | | 14 | 6.5 | 4.0 | | 15 | 7.0 | 4.0 | | 16 | 7.5 | 4.0 | | 17 | 8.0 | 4.0 | | 18 | 8.5 | 4.0 | | 19 | 9.0 | 4.0 | | 20 | 9.5 | 4.0 | | 21 | 10.0 | 4.0 |
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L1163-L1475
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_actualrelease_v1
def calc_actualrelease_v1(self): """Calculate the actual water release that can be supplied by the dam considering the targeted release and the given water level. Required control parameter: |WaterLevelMinimumThreshold| Required derived parameters: |WaterLevelMinimumSmoothPar| Required flux sequence: |TargetedRelease| Required aide sequence: |WaterLevel| Calculated flux sequence: |ActualRelease| Basic equation: :math:`ActualRelease = TargetedRelease \\cdot smooth_{logistic1}(WaterLevelMinimumThreshold-WaterLevel, WaterLevelMinimumSmoothPar)` Used auxiliary method: |smooth_logistic1| Examples: Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() Assume the required release has previously been estimated to be 2 m³/s: >>> fluxes.targetedrelease = 2.0 Prepare a test function, that calculates the targeted water release for water levels ranging between -1 and 5 m: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualrelease_v1, ... last_example=7, ... parseqs=(aides.waterlevel, ... fluxes.actualrelease)) >>> test.nexts.waterlevel = range(-1, 6) .. _dam_calc_actualrelease_v1_ex01: **Example 1** Firstly, we define a sharp minimum water level of 0 m: >>> waterlevelminimumthreshold(0.) >>> waterlevelminimumtolerance(0.) >>> derived.waterlevelminimumsmoothpar.update() The following test results show that the water releae is reduced to 0 m³/s for water levels (even slightly) lower than 0 m and is identical with the required value of 2 m³/s (even slighlty) above 0 m: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 1.0 | | 3 | 1.0 | 2.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 2.0 | | 6 | 4.0 | 2.0 | | 7 | 5.0 | 2.0 | One may have noted that in the above example the calculated water release is 1 m³/s (which is exactly the half of the targeted release) at a water level of 1 m. This looks suspiciously lake a flaw but is not of any importance considering the fact, that numerical integration algorithms will approximate the analytical solution of a complete emptying of a dam emtying (which is a water level of 0 m), only with a certain accuracy. .. _dam_calc_actualrelease_v1_ex02: **Example 2** Nonetheless, it can (besides some other possible advantages) dramatically increase the speed of numerical integration algorithms to define a smooth transition area instead of sharp threshold value, like in the following example: >>> waterlevelminimumthreshold(4.) >>> waterlevelminimumtolerance(1.) >>> derived.waterlevelminimumsmoothpar.update() Now, 98 % of the variation of the total range from 0 m³/s to 2 m³/s occurs between a water level of 3 m and 5 m: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.000002 | | 4 | 2.0 | 0.000204 | | 5 | 3.0 | 0.02 | | 6 | 4.0 | 1.0 | | 7 | 5.0 | 1.98 | .. _dam_calc_actualrelease_v1_ex03: **Example 3** Note that it is possible to set both parameters in a manner that might result in negative water stages beyond numerical inaccuracy: >>> waterlevelminimumthreshold(1.) >>> waterlevelminimumtolerance(2.) >>> derived.waterlevelminimumsmoothpar.update() Here, the actual water release is 0.18 m³/s for a water level of 0 m. Hence water stages in the range of 0 m to -1 m or even -2 m might occur during the simulation of long drought events: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.02 | | 2 | 0.0 | 0.18265 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 1.81735 | | 5 | 3.0 | 1.98 | | 6 | 4.0 | 1.997972 | | 7 | 5.0 | 1.999796 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess flu.actualrelease = (flu.targetedrelease * smoothutils.smooth_logistic1( aid.waterlevel-con.waterlevelminimumthreshold, der.waterlevelminimumsmoothpar))
python
def calc_actualrelease_v1(self): """Calculate the actual water release that can be supplied by the dam considering the targeted release and the given water level. Required control parameter: |WaterLevelMinimumThreshold| Required derived parameters: |WaterLevelMinimumSmoothPar| Required flux sequence: |TargetedRelease| Required aide sequence: |WaterLevel| Calculated flux sequence: |ActualRelease| Basic equation: :math:`ActualRelease = TargetedRelease \\cdot smooth_{logistic1}(WaterLevelMinimumThreshold-WaterLevel, WaterLevelMinimumSmoothPar)` Used auxiliary method: |smooth_logistic1| Examples: Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() Assume the required release has previously been estimated to be 2 m³/s: >>> fluxes.targetedrelease = 2.0 Prepare a test function, that calculates the targeted water release for water levels ranging between -1 and 5 m: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualrelease_v1, ... last_example=7, ... parseqs=(aides.waterlevel, ... fluxes.actualrelease)) >>> test.nexts.waterlevel = range(-1, 6) .. _dam_calc_actualrelease_v1_ex01: **Example 1** Firstly, we define a sharp minimum water level of 0 m: >>> waterlevelminimumthreshold(0.) >>> waterlevelminimumtolerance(0.) >>> derived.waterlevelminimumsmoothpar.update() The following test results show that the water releae is reduced to 0 m³/s for water levels (even slightly) lower than 0 m and is identical with the required value of 2 m³/s (even slighlty) above 0 m: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 1.0 | | 3 | 1.0 | 2.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 2.0 | | 6 | 4.0 | 2.0 | | 7 | 5.0 | 2.0 | One may have noted that in the above example the calculated water release is 1 m³/s (which is exactly the half of the targeted release) at a water level of 1 m. This looks suspiciously lake a flaw but is not of any importance considering the fact, that numerical integration algorithms will approximate the analytical solution of a complete emptying of a dam emtying (which is a water level of 0 m), only with a certain accuracy. .. _dam_calc_actualrelease_v1_ex02: **Example 2** Nonetheless, it can (besides some other possible advantages) dramatically increase the speed of numerical integration algorithms to define a smooth transition area instead of sharp threshold value, like in the following example: >>> waterlevelminimumthreshold(4.) >>> waterlevelminimumtolerance(1.) >>> derived.waterlevelminimumsmoothpar.update() Now, 98 % of the variation of the total range from 0 m³/s to 2 m³/s occurs between a water level of 3 m and 5 m: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.000002 | | 4 | 2.0 | 0.000204 | | 5 | 3.0 | 0.02 | | 6 | 4.0 | 1.0 | | 7 | 5.0 | 1.98 | .. _dam_calc_actualrelease_v1_ex03: **Example 3** Note that it is possible to set both parameters in a manner that might result in negative water stages beyond numerical inaccuracy: >>> waterlevelminimumthreshold(1.) >>> waterlevelminimumtolerance(2.) >>> derived.waterlevelminimumsmoothpar.update() Here, the actual water release is 0.18 m³/s for a water level of 0 m. Hence water stages in the range of 0 m to -1 m or even -2 m might occur during the simulation of long drought events: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.02 | | 2 | 0.0 | 0.18265 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 1.81735 | | 5 | 3.0 | 1.98 | | 6 | 4.0 | 1.997972 | | 7 | 5.0 | 1.999796 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess flu.actualrelease = (flu.targetedrelease * smoothutils.smooth_logistic1( aid.waterlevel-con.waterlevelminimumthreshold, der.waterlevelminimumsmoothpar))
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Calculate the actual water release that can be supplied by the dam considering the targeted release and the given water level. Required control parameter: |WaterLevelMinimumThreshold| Required derived parameters: |WaterLevelMinimumSmoothPar| Required flux sequence: |TargetedRelease| Required aide sequence: |WaterLevel| Calculated flux sequence: |ActualRelease| Basic equation: :math:`ActualRelease = TargetedRelease \\cdot smooth_{logistic1}(WaterLevelMinimumThreshold-WaterLevel, WaterLevelMinimumSmoothPar)` Used auxiliary method: |smooth_logistic1| Examples: Prepare the dam model: >>> from hydpy.models.dam import * >>> parameterstep() Assume the required release has previously been estimated to be 2 m³/s: >>> fluxes.targetedrelease = 2.0 Prepare a test function, that calculates the targeted water release for water levels ranging between -1 and 5 m: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualrelease_v1, ... last_example=7, ... parseqs=(aides.waterlevel, ... fluxes.actualrelease)) >>> test.nexts.waterlevel = range(-1, 6) .. _dam_calc_actualrelease_v1_ex01: **Example 1** Firstly, we define a sharp minimum water level of 0 m: >>> waterlevelminimumthreshold(0.) >>> waterlevelminimumtolerance(0.) >>> derived.waterlevelminimumsmoothpar.update() The following test results show that the water releae is reduced to 0 m³/s for water levels (even slightly) lower than 0 m and is identical with the required value of 2 m³/s (even slighlty) above 0 m: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 1.0 | | 3 | 1.0 | 2.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 2.0 | | 6 | 4.0 | 2.0 | | 7 | 5.0 | 2.0 | One may have noted that in the above example the calculated water release is 1 m³/s (which is exactly the half of the targeted release) at a water level of 1 m. This looks suspiciously lake a flaw but is not of any importance considering the fact, that numerical integration algorithms will approximate the analytical solution of a complete emptying of a dam emtying (which is a water level of 0 m), only with a certain accuracy. .. _dam_calc_actualrelease_v1_ex02: **Example 2** Nonetheless, it can (besides some other possible advantages) dramatically increase the speed of numerical integration algorithms to define a smooth transition area instead of sharp threshold value, like in the following example: >>> waterlevelminimumthreshold(4.) >>> waterlevelminimumtolerance(1.) >>> derived.waterlevelminimumsmoothpar.update() Now, 98 % of the variation of the total range from 0 m³/s to 2 m³/s occurs between a water level of 3 m and 5 m: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.000002 | | 4 | 2.0 | 0.000204 | | 5 | 3.0 | 0.02 | | 6 | 4.0 | 1.0 | | 7 | 5.0 | 1.98 | .. _dam_calc_actualrelease_v1_ex03: **Example 3** Note that it is possible to set both parameters in a manner that might result in negative water stages beyond numerical inaccuracy: >>> waterlevelminimumthreshold(1.) >>> waterlevelminimumtolerance(2.) >>> derived.waterlevelminimumsmoothpar.update() Here, the actual water release is 0.18 m³/s for a water level of 0 m. Hence water stages in the range of 0 m to -1 m or even -2 m might occur during the simulation of long drought events: >>> test() | ex. | waterlevel | actualrelease | ------------------------------------ | 1 | -1.0 | 0.02 | | 2 | 0.0 | 0.18265 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 1.81735 | | 5 | 3.0 | 1.98 | | 6 | 4.0 | 1.997972 | | 7 | 5.0 | 1.999796 |
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L1478-L1622
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_missingremoterelease_v1
def calc_missingremoterelease_v1(self): """Calculate the portion of the required remote demand that could not be met by the actual discharge release. Required flux sequences: |RequiredRemoteRelease| |ActualRelease| Calculated flux sequence: |MissingRemoteRelease| Basic equation: :math:`MissingRemoteRelease = max( RequiredRemoteRelease-ActualRelease, 0)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.requiredremoterelease = 2.0 >>> fluxes.actualrelease = 1.0 >>> model.calc_missingremoterelease_v1() >>> fluxes.missingremoterelease missingremoterelease(1.0) >>> fluxes.actualrelease = 3.0 >>> model.calc_missingremoterelease_v1() >>> fluxes.missingremoterelease missingremoterelease(0.0) """ flu = self.sequences.fluxes.fastaccess flu.missingremoterelease = max( flu.requiredremoterelease-flu.actualrelease, 0.)
python
def calc_missingremoterelease_v1(self): """Calculate the portion of the required remote demand that could not be met by the actual discharge release. Required flux sequences: |RequiredRemoteRelease| |ActualRelease| Calculated flux sequence: |MissingRemoteRelease| Basic equation: :math:`MissingRemoteRelease = max( RequiredRemoteRelease-ActualRelease, 0)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.requiredremoterelease = 2.0 >>> fluxes.actualrelease = 1.0 >>> model.calc_missingremoterelease_v1() >>> fluxes.missingremoterelease missingremoterelease(1.0) >>> fluxes.actualrelease = 3.0 >>> model.calc_missingremoterelease_v1() >>> fluxes.missingremoterelease missingremoterelease(0.0) """ flu = self.sequences.fluxes.fastaccess flu.missingremoterelease = max( flu.requiredremoterelease-flu.actualrelease, 0.)
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Calculate the portion of the required remote demand that could not be met by the actual discharge release. Required flux sequences: |RequiredRemoteRelease| |ActualRelease| Calculated flux sequence: |MissingRemoteRelease| Basic equation: :math:`MissingRemoteRelease = max( RequiredRemoteRelease-ActualRelease, 0)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.requiredremoterelease = 2.0 >>> fluxes.actualrelease = 1.0 >>> model.calc_missingremoterelease_v1() >>> fluxes.missingremoterelease missingremoterelease(1.0) >>> fluxes.actualrelease = 3.0 >>> model.calc_missingremoterelease_v1() >>> fluxes.missingremoterelease missingremoterelease(0.0)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L1625-L1656
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_actualremoterelease_v1
def calc_actualremoterelease_v1(self): """Calculate the actual remote water release that can be supplied by the dam considering the required remote release and the given water level. Required control parameter: |WaterLevelMinimumRemoteThreshold| Required derived parameters: |WaterLevelMinimumRemoteSmoothPar| Required flux sequence: |RequiredRemoteRelease| Required aide sequence: |WaterLevel| Calculated flux sequence: |ActualRemoteRelease| Basic equation: :math:`ActualRemoteRelease = RequiredRemoteRelease \\cdot smooth_{logistic1}(WaterLevelMinimumRemoteThreshold-WaterLevel, WaterLevelMinimumRemoteSmoothPar)` Used auxiliary method: |smooth_logistic1| Examples: Note that method |calc_actualremoterelease_v1| is functionally identical with method |calc_actualrelease_v1|. This is why we omit to explain the following examples, as they are just repetitions of the ones of method |calc_actualremoterelease_v1| with partly different variable names. Please follow the links to read the corresponding explanations. >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.requiredremoterelease = 2.0 >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualremoterelease_v1, ... last_example=7, ... parseqs=(aides.waterlevel, ... fluxes.actualremoterelease)) >>> test.nexts.waterlevel = range(-1, 6) :ref:`Recalculation of example 1 <dam_calc_actualrelease_v1_ex01>` >>> waterlevelminimumremotethreshold(0.) >>> waterlevelminimumremotetolerance(0.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 1.0 | | 3 | 1.0 | 2.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 2.0 | | 6 | 4.0 | 2.0 | | 7 | 5.0 | 2.0 | :ref:`Recalculation of example 2 <dam_calc_actualrelease_v1_ex02>` >>> waterlevelminimumremotethreshold(4.) >>> waterlevelminimumremotetolerance(1.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.000002 | | 4 | 2.0 | 0.000204 | | 5 | 3.0 | 0.02 | | 6 | 4.0 | 1.0 | | 7 | 5.0 | 1.98 | :ref:`Recalculation of example 3 <dam_calc_actualrelease_v1_ex03>` >>> waterlevelminimumremotethreshold(1.) >>> waterlevelminimumremotetolerance(2.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.02 | | 2 | 0.0 | 0.18265 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 1.81735 | | 5 | 3.0 | 1.98 | | 6 | 4.0 | 1.997972 | | 7 | 5.0 | 1.999796 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess flu.actualremoterelease = ( flu.requiredremoterelease * smoothutils.smooth_logistic1( aid.waterlevel-con.waterlevelminimumremotethreshold, der.waterlevelminimumremotesmoothpar))
python
def calc_actualremoterelease_v1(self): """Calculate the actual remote water release that can be supplied by the dam considering the required remote release and the given water level. Required control parameter: |WaterLevelMinimumRemoteThreshold| Required derived parameters: |WaterLevelMinimumRemoteSmoothPar| Required flux sequence: |RequiredRemoteRelease| Required aide sequence: |WaterLevel| Calculated flux sequence: |ActualRemoteRelease| Basic equation: :math:`ActualRemoteRelease = RequiredRemoteRelease \\cdot smooth_{logistic1}(WaterLevelMinimumRemoteThreshold-WaterLevel, WaterLevelMinimumRemoteSmoothPar)` Used auxiliary method: |smooth_logistic1| Examples: Note that method |calc_actualremoterelease_v1| is functionally identical with method |calc_actualrelease_v1|. This is why we omit to explain the following examples, as they are just repetitions of the ones of method |calc_actualremoterelease_v1| with partly different variable names. Please follow the links to read the corresponding explanations. >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.requiredremoterelease = 2.0 >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualremoterelease_v1, ... last_example=7, ... parseqs=(aides.waterlevel, ... fluxes.actualremoterelease)) >>> test.nexts.waterlevel = range(-1, 6) :ref:`Recalculation of example 1 <dam_calc_actualrelease_v1_ex01>` >>> waterlevelminimumremotethreshold(0.) >>> waterlevelminimumremotetolerance(0.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 1.0 | | 3 | 1.0 | 2.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 2.0 | | 6 | 4.0 | 2.0 | | 7 | 5.0 | 2.0 | :ref:`Recalculation of example 2 <dam_calc_actualrelease_v1_ex02>` >>> waterlevelminimumremotethreshold(4.) >>> waterlevelminimumremotetolerance(1.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.000002 | | 4 | 2.0 | 0.000204 | | 5 | 3.0 | 0.02 | | 6 | 4.0 | 1.0 | | 7 | 5.0 | 1.98 | :ref:`Recalculation of example 3 <dam_calc_actualrelease_v1_ex03>` >>> waterlevelminimumremotethreshold(1.) >>> waterlevelminimumremotetolerance(2.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.02 | | 2 | 0.0 | 0.18265 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 1.81735 | | 5 | 3.0 | 1.98 | | 6 | 4.0 | 1.997972 | | 7 | 5.0 | 1.999796 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess flu.actualremoterelease = ( flu.requiredremoterelease * smoothutils.smooth_logistic1( aid.waterlevel-con.waterlevelminimumremotethreshold, der.waterlevelminimumremotesmoothpar))
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Calculate the actual remote water release that can be supplied by the dam considering the required remote release and the given water level. Required control parameter: |WaterLevelMinimumRemoteThreshold| Required derived parameters: |WaterLevelMinimumRemoteSmoothPar| Required flux sequence: |RequiredRemoteRelease| Required aide sequence: |WaterLevel| Calculated flux sequence: |ActualRemoteRelease| Basic equation: :math:`ActualRemoteRelease = RequiredRemoteRelease \\cdot smooth_{logistic1}(WaterLevelMinimumRemoteThreshold-WaterLevel, WaterLevelMinimumRemoteSmoothPar)` Used auxiliary method: |smooth_logistic1| Examples: Note that method |calc_actualremoterelease_v1| is functionally identical with method |calc_actualrelease_v1|. This is why we omit to explain the following examples, as they are just repetitions of the ones of method |calc_actualremoterelease_v1| with partly different variable names. Please follow the links to read the corresponding explanations. >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.requiredremoterelease = 2.0 >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_actualremoterelease_v1, ... last_example=7, ... parseqs=(aides.waterlevel, ... fluxes.actualremoterelease)) >>> test.nexts.waterlevel = range(-1, 6) :ref:`Recalculation of example 1 <dam_calc_actualrelease_v1_ex01>` >>> waterlevelminimumremotethreshold(0.) >>> waterlevelminimumremotetolerance(0.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 1.0 | | 3 | 1.0 | 2.0 | | 4 | 2.0 | 2.0 | | 5 | 3.0 | 2.0 | | 6 | 4.0 | 2.0 | | 7 | 5.0 | 2.0 | :ref:`Recalculation of example 2 <dam_calc_actualrelease_v1_ex02>` >>> waterlevelminimumremotethreshold(4.) >>> waterlevelminimumremotetolerance(1.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.0 | | 2 | 0.0 | 0.0 | | 3 | 1.0 | 0.000002 | | 4 | 2.0 | 0.000204 | | 5 | 3.0 | 0.02 | | 6 | 4.0 | 1.0 | | 7 | 5.0 | 1.98 | :ref:`Recalculation of example 3 <dam_calc_actualrelease_v1_ex03>` >>> waterlevelminimumremotethreshold(1.) >>> waterlevelminimumremotetolerance(2.) >>> derived.waterlevelminimumremotesmoothpar.update() >>> test() | ex. | waterlevel | actualremoterelease | ------------------------------------------ | 1 | -1.0 | 0.02 | | 2 | 0.0 | 0.18265 | | 3 | 1.0 | 1.0 | | 4 | 2.0 | 1.81735 | | 5 | 3.0 | 1.98 | | 6 | 4.0 | 1.997972 | | 7 | 5.0 | 1.999796 |
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L1659-L1762
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
update_actualremoterelieve_v1
def update_actualremoterelieve_v1(self): """Constrain the actual relieve discharge to a remote location. Required control parameter: |HighestRemoteDischarge| Required derived parameter: |HighestRemoteSmoothPar| Updated flux sequence: |ActualRemoteRelieve| Basic equation - discontinous: :math:`ActualRemoteRelieve = min(ActualRemoteRelease, HighestRemoteDischarge)` Basic equation - continous: :math:`ActualRemoteRelieve = smooth_min1(ActualRemoteRelieve, HighestRemoteDischarge, HighestRemoteSmoothPar)` Used auxiliary methods: |smooth_min1| |smooth_max1| Note that the given continous basic equation is a simplification of the complete algorithm to update |ActualRemoteRelieve|, which also makes use of |smooth_max1| to prevent from gaining negative values in a smooth manner. Examples: Prepare a dam model: >>> from hydpy.models.dam import * >>> parameterstep() Prepare a test function object that performs eight examples with |ActualRemoteRelieve| ranging from 0 to 8 m³/s and a fixed initial value of parameter |HighestRemoteDischarge| of 4 m³/s: >>> highestremotedischarge(4.0) >>> from hydpy import UnitTest >>> test = UnitTest(model, model.update_actualremoterelieve_v1, ... last_example=8, ... parseqs=(fluxes.actualremoterelieve,)) >>> test.nexts.actualremoterelieve = range(8) Through setting the value of |HighestRemoteTolerance| to the lowest possible value, there is no smoothing. Instead, the shown relationship agrees with a combination of the discontinuous minimum and maximum function: >>> highestremotetolerance(0.0) >>> derived.highestremotesmoothpar.update() >>> test() | ex. | actualremoterelieve | ----------------------------- | 1 | 0.0 | | 2 | 1.0 | | 3 | 2.0 | | 4 | 3.0 | | 5 | 4.0 | | 6 | 4.0 | | 7 | 4.0 | | 8 | 4.0 | Setting a sensible |HighestRemoteTolerance| value results in a moderate smoothing: >>> highestremotetolerance(0.1) >>> derived.highestremotesmoothpar.update() >>> test() | ex. | actualremoterelieve | ----------------------------- | 1 | 0.0 | | 2 | 0.999999 | | 3 | 1.99995 | | 4 | 2.996577 | | 5 | 3.836069 | | 6 | 3.991578 | | 7 | 3.993418 | | 8 | 3.993442 | Method |update_actualremoterelieve_v1| is defined in a similar way as method |calc_actualremoterelieve_v1|. Please read the documentation on |calc_actualremoterelieve_v1| for further information. """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess d_smooth = der.highestremotesmoothpar d_highest = con.highestremotedischarge d_value = smoothutils.smooth_min1( flu.actualremoterelieve, d_highest, d_smooth) for dummy in range(5): d_smooth /= 5. d_value = smoothutils.smooth_max1( d_value, 0., d_smooth) d_smooth /= 5. d_value = smoothutils.smooth_min1( d_value, d_highest, d_smooth) d_value = min(d_value, flu.actualremoterelieve) d_value = min(d_value, d_highest) flu.actualremoterelieve = max(d_value, 0.)
python
def update_actualremoterelieve_v1(self): """Constrain the actual relieve discharge to a remote location. Required control parameter: |HighestRemoteDischarge| Required derived parameter: |HighestRemoteSmoothPar| Updated flux sequence: |ActualRemoteRelieve| Basic equation - discontinous: :math:`ActualRemoteRelieve = min(ActualRemoteRelease, HighestRemoteDischarge)` Basic equation - continous: :math:`ActualRemoteRelieve = smooth_min1(ActualRemoteRelieve, HighestRemoteDischarge, HighestRemoteSmoothPar)` Used auxiliary methods: |smooth_min1| |smooth_max1| Note that the given continous basic equation is a simplification of the complete algorithm to update |ActualRemoteRelieve|, which also makes use of |smooth_max1| to prevent from gaining negative values in a smooth manner. Examples: Prepare a dam model: >>> from hydpy.models.dam import * >>> parameterstep() Prepare a test function object that performs eight examples with |ActualRemoteRelieve| ranging from 0 to 8 m³/s and a fixed initial value of parameter |HighestRemoteDischarge| of 4 m³/s: >>> highestremotedischarge(4.0) >>> from hydpy import UnitTest >>> test = UnitTest(model, model.update_actualremoterelieve_v1, ... last_example=8, ... parseqs=(fluxes.actualremoterelieve,)) >>> test.nexts.actualremoterelieve = range(8) Through setting the value of |HighestRemoteTolerance| to the lowest possible value, there is no smoothing. Instead, the shown relationship agrees with a combination of the discontinuous minimum and maximum function: >>> highestremotetolerance(0.0) >>> derived.highestremotesmoothpar.update() >>> test() | ex. | actualremoterelieve | ----------------------------- | 1 | 0.0 | | 2 | 1.0 | | 3 | 2.0 | | 4 | 3.0 | | 5 | 4.0 | | 6 | 4.0 | | 7 | 4.0 | | 8 | 4.0 | Setting a sensible |HighestRemoteTolerance| value results in a moderate smoothing: >>> highestremotetolerance(0.1) >>> derived.highestremotesmoothpar.update() >>> test() | ex. | actualremoterelieve | ----------------------------- | 1 | 0.0 | | 2 | 0.999999 | | 3 | 1.99995 | | 4 | 2.996577 | | 5 | 3.836069 | | 6 | 3.991578 | | 7 | 3.993418 | | 8 | 3.993442 | Method |update_actualremoterelieve_v1| is defined in a similar way as method |calc_actualremoterelieve_v1|. Please read the documentation on |calc_actualremoterelieve_v1| for further information. """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess d_smooth = der.highestremotesmoothpar d_highest = con.highestremotedischarge d_value = smoothutils.smooth_min1( flu.actualremoterelieve, d_highest, d_smooth) for dummy in range(5): d_smooth /= 5. d_value = smoothutils.smooth_max1( d_value, 0., d_smooth) d_smooth /= 5. d_value = smoothutils.smooth_min1( d_value, d_highest, d_smooth) d_value = min(d_value, flu.actualremoterelieve) d_value = min(d_value, d_highest) flu.actualremoterelieve = max(d_value, 0.)
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Constrain the actual relieve discharge to a remote location. Required control parameter: |HighestRemoteDischarge| Required derived parameter: |HighestRemoteSmoothPar| Updated flux sequence: |ActualRemoteRelieve| Basic equation - discontinous: :math:`ActualRemoteRelieve = min(ActualRemoteRelease, HighestRemoteDischarge)` Basic equation - continous: :math:`ActualRemoteRelieve = smooth_min1(ActualRemoteRelieve, HighestRemoteDischarge, HighestRemoteSmoothPar)` Used auxiliary methods: |smooth_min1| |smooth_max1| Note that the given continous basic equation is a simplification of the complete algorithm to update |ActualRemoteRelieve|, which also makes use of |smooth_max1| to prevent from gaining negative values in a smooth manner. Examples: Prepare a dam model: >>> from hydpy.models.dam import * >>> parameterstep() Prepare a test function object that performs eight examples with |ActualRemoteRelieve| ranging from 0 to 8 m³/s and a fixed initial value of parameter |HighestRemoteDischarge| of 4 m³/s: >>> highestremotedischarge(4.0) >>> from hydpy import UnitTest >>> test = UnitTest(model, model.update_actualremoterelieve_v1, ... last_example=8, ... parseqs=(fluxes.actualremoterelieve,)) >>> test.nexts.actualremoterelieve = range(8) Through setting the value of |HighestRemoteTolerance| to the lowest possible value, there is no smoothing. Instead, the shown relationship agrees with a combination of the discontinuous minimum and maximum function: >>> highestremotetolerance(0.0) >>> derived.highestremotesmoothpar.update() >>> test() | ex. | actualremoterelieve | ----------------------------- | 1 | 0.0 | | 2 | 1.0 | | 3 | 2.0 | | 4 | 3.0 | | 5 | 4.0 | | 6 | 4.0 | | 7 | 4.0 | | 8 | 4.0 | Setting a sensible |HighestRemoteTolerance| value results in a moderate smoothing: >>> highestremotetolerance(0.1) >>> derived.highestremotesmoothpar.update() >>> test() | ex. | actualremoterelieve | ----------------------------- | 1 | 0.0 | | 2 | 0.999999 | | 3 | 1.99995 | | 4 | 2.996577 | | 5 | 3.836069 | | 6 | 3.991578 | | 7 | 3.993418 | | 8 | 3.993442 | Method |update_actualremoterelieve_v1| is defined in a similar way as method |calc_actualremoterelieve_v1|. Please read the documentation on |calc_actualremoterelieve_v1| for further information.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L1765-L1869
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_flooddischarge_v1
def calc_flooddischarge_v1(self): """Calculate the discharge during and after a flood event based on an |anntools.SeasonalANN| describing the relationship(s) between discharge and water stage. Required control parameter: |WaterLevel2FloodDischarge| Required derived parameter: |dam_derived.TOY| Required aide sequence: |WaterLevel| Calculated flux sequence: |FloodDischarge| Example: The control parameter |WaterLevel2FloodDischarge| is derived from |SeasonalParameter|. This allows to simulate different seasonal dam control schemes. To show that the seasonal selection mechanism is implemented properly, we define a short simulation period of three days: >>> from hydpy import pub >>> pub.timegrids = '2001.01.01', '2001.01.04', '1d' Now we prepare a dam model and define two different relationships between water level and flood discharge. The first relatively simple relationship (for January, 2) is based on two neurons contained in a single hidden layer and is used in the following example. The second neural network (for January, 3) is not applied at all, which is why we do not need to assign any parameter values to it: >>> from hydpy.models.dam import * >>> parameterstep() >>> waterlevel2flooddischarge( ... _01_02_12 = ann(nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1, ... weights_input=[[50., 4]], ... weights_output=[[2.], [30]], ... intercepts_hidden=[[-13000, -1046]], ... intercepts_output=[0.]), ... _01_03_12 = ann(nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1)) >>> derived.toy.update() >>> model.idx_sim = pub.timegrids.sim['2001.01.02'] The following example shows two distinct effects of both neurons in the first network. One neuron describes a relatively sharp increase between 259.8 and 260.2 meters from about 0 to 2 m³/s. This could describe a release of water through a bottom outlet controlled by a valve. The add something like an exponential increase between 260 and 261 meters, which could describe the uncontrolled flow over a spillway: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_flooddischarge_v1, ... last_example=21, ... parseqs=(aides.waterlevel, ... fluxes.flooddischarge)) >>> test.nexts.waterlevel = numpy.arange(257, 261.1, 0.2) >>> test() | ex. | waterlevel | flooddischarge | ------------------------------------- | 1 | 257.0 | 0.0 | | 2 | 257.2 | 0.000001 | | 3 | 257.4 | 0.000002 | | 4 | 257.6 | 0.000005 | | 5 | 257.8 | 0.000011 | | 6 | 258.0 | 0.000025 | | 7 | 258.2 | 0.000056 | | 8 | 258.4 | 0.000124 | | 9 | 258.6 | 0.000275 | | 10 | 258.8 | 0.000612 | | 11 | 259.0 | 0.001362 | | 12 | 259.2 | 0.003031 | | 13 | 259.4 | 0.006745 | | 14 | 259.6 | 0.015006 | | 15 | 259.8 | 0.033467 | | 16 | 260.0 | 1.074179 | | 17 | 260.2 | 2.164498 | | 18 | 260.4 | 2.363853 | | 19 | 260.6 | 2.79791 | | 20 | 260.8 | 3.719725 | | 21 | 261.0 | 5.576088 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess con.waterlevel2flooddischarge.inputs[0] = aid.waterlevel con.waterlevel2flooddischarge.process_actual_input(der.toy[self.idx_sim]) flu.flooddischarge = con.waterlevel2flooddischarge.outputs[0]
python
def calc_flooddischarge_v1(self): """Calculate the discharge during and after a flood event based on an |anntools.SeasonalANN| describing the relationship(s) between discharge and water stage. Required control parameter: |WaterLevel2FloodDischarge| Required derived parameter: |dam_derived.TOY| Required aide sequence: |WaterLevel| Calculated flux sequence: |FloodDischarge| Example: The control parameter |WaterLevel2FloodDischarge| is derived from |SeasonalParameter|. This allows to simulate different seasonal dam control schemes. To show that the seasonal selection mechanism is implemented properly, we define a short simulation period of three days: >>> from hydpy import pub >>> pub.timegrids = '2001.01.01', '2001.01.04', '1d' Now we prepare a dam model and define two different relationships between water level and flood discharge. The first relatively simple relationship (for January, 2) is based on two neurons contained in a single hidden layer and is used in the following example. The second neural network (for January, 3) is not applied at all, which is why we do not need to assign any parameter values to it: >>> from hydpy.models.dam import * >>> parameterstep() >>> waterlevel2flooddischarge( ... _01_02_12 = ann(nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1, ... weights_input=[[50., 4]], ... weights_output=[[2.], [30]], ... intercepts_hidden=[[-13000, -1046]], ... intercepts_output=[0.]), ... _01_03_12 = ann(nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1)) >>> derived.toy.update() >>> model.idx_sim = pub.timegrids.sim['2001.01.02'] The following example shows two distinct effects of both neurons in the first network. One neuron describes a relatively sharp increase between 259.8 and 260.2 meters from about 0 to 2 m³/s. This could describe a release of water through a bottom outlet controlled by a valve. The add something like an exponential increase between 260 and 261 meters, which could describe the uncontrolled flow over a spillway: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_flooddischarge_v1, ... last_example=21, ... parseqs=(aides.waterlevel, ... fluxes.flooddischarge)) >>> test.nexts.waterlevel = numpy.arange(257, 261.1, 0.2) >>> test() | ex. | waterlevel | flooddischarge | ------------------------------------- | 1 | 257.0 | 0.0 | | 2 | 257.2 | 0.000001 | | 3 | 257.4 | 0.000002 | | 4 | 257.6 | 0.000005 | | 5 | 257.8 | 0.000011 | | 6 | 258.0 | 0.000025 | | 7 | 258.2 | 0.000056 | | 8 | 258.4 | 0.000124 | | 9 | 258.6 | 0.000275 | | 10 | 258.8 | 0.000612 | | 11 | 259.0 | 0.001362 | | 12 | 259.2 | 0.003031 | | 13 | 259.4 | 0.006745 | | 14 | 259.6 | 0.015006 | | 15 | 259.8 | 0.033467 | | 16 | 260.0 | 1.074179 | | 17 | 260.2 | 2.164498 | | 18 | 260.4 | 2.363853 | | 19 | 260.6 | 2.79791 | | 20 | 260.8 | 3.719725 | | 21 | 261.0 | 5.576088 | """ con = self.parameters.control.fastaccess der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess aid = self.sequences.aides.fastaccess con.waterlevel2flooddischarge.inputs[0] = aid.waterlevel con.waterlevel2flooddischarge.process_actual_input(der.toy[self.idx_sim]) flu.flooddischarge = con.waterlevel2flooddischarge.outputs[0]
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Calculate the discharge during and after a flood event based on an |anntools.SeasonalANN| describing the relationship(s) between discharge and water stage. Required control parameter: |WaterLevel2FloodDischarge| Required derived parameter: |dam_derived.TOY| Required aide sequence: |WaterLevel| Calculated flux sequence: |FloodDischarge| Example: The control parameter |WaterLevel2FloodDischarge| is derived from |SeasonalParameter|. This allows to simulate different seasonal dam control schemes. To show that the seasonal selection mechanism is implemented properly, we define a short simulation period of three days: >>> from hydpy import pub >>> pub.timegrids = '2001.01.01', '2001.01.04', '1d' Now we prepare a dam model and define two different relationships between water level and flood discharge. The first relatively simple relationship (for January, 2) is based on two neurons contained in a single hidden layer and is used in the following example. The second neural network (for January, 3) is not applied at all, which is why we do not need to assign any parameter values to it: >>> from hydpy.models.dam import * >>> parameterstep() >>> waterlevel2flooddischarge( ... _01_02_12 = ann(nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1, ... weights_input=[[50., 4]], ... weights_output=[[2.], [30]], ... intercepts_hidden=[[-13000, -1046]], ... intercepts_output=[0.]), ... _01_03_12 = ann(nmb_inputs=1, ... nmb_neurons=(2,), ... nmb_outputs=1)) >>> derived.toy.update() >>> model.idx_sim = pub.timegrids.sim['2001.01.02'] The following example shows two distinct effects of both neurons in the first network. One neuron describes a relatively sharp increase between 259.8 and 260.2 meters from about 0 to 2 m³/s. This could describe a release of water through a bottom outlet controlled by a valve. The add something like an exponential increase between 260 and 261 meters, which could describe the uncontrolled flow over a spillway: >>> from hydpy import UnitTest >>> test = UnitTest(model, model.calc_flooddischarge_v1, ... last_example=21, ... parseqs=(aides.waterlevel, ... fluxes.flooddischarge)) >>> test.nexts.waterlevel = numpy.arange(257, 261.1, 0.2) >>> test() | ex. | waterlevel | flooddischarge | ------------------------------------- | 1 | 257.0 | 0.0 | | 2 | 257.2 | 0.000001 | | 3 | 257.4 | 0.000002 | | 4 | 257.6 | 0.000005 | | 5 | 257.8 | 0.000011 | | 6 | 258.0 | 0.000025 | | 7 | 258.2 | 0.000056 | | 8 | 258.4 | 0.000124 | | 9 | 258.6 | 0.000275 | | 10 | 258.8 | 0.000612 | | 11 | 259.0 | 0.001362 | | 12 | 259.2 | 0.003031 | | 13 | 259.4 | 0.006745 | | 14 | 259.6 | 0.015006 | | 15 | 259.8 | 0.033467 | | 16 | 260.0 | 1.074179 | | 17 | 260.2 | 2.164498 | | 18 | 260.4 | 2.363853 | | 19 | 260.6 | 2.79791 | | 20 | 260.8 | 3.719725 | | 21 | 261.0 | 5.576088 |
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L1994-L2092
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
calc_outflow_v1
def calc_outflow_v1(self): """Calculate the total outflow of the dam. Note that the maximum function is used to prevent from negative outflow values, which could otherwise occur within the required level of numerical accuracy. Required flux sequences: |ActualRelease| |FloodDischarge| Calculated flux sequence: |Outflow| Basic equation: :math:`Outflow = max(ActualRelease + FloodDischarge, 0.)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.actualrelease = 2.0 >>> fluxes.flooddischarge = 3.0 >>> model.calc_outflow_v1() >>> fluxes.outflow outflow(5.0) >>> fluxes.flooddischarge = -3.0 >>> model.calc_outflow_v1() >>> fluxes.outflow outflow(0.0) """ flu = self.sequences.fluxes.fastaccess flu.outflow = max(flu.actualrelease + flu.flooddischarge, 0.)
python
def calc_outflow_v1(self): """Calculate the total outflow of the dam. Note that the maximum function is used to prevent from negative outflow values, which could otherwise occur within the required level of numerical accuracy. Required flux sequences: |ActualRelease| |FloodDischarge| Calculated flux sequence: |Outflow| Basic equation: :math:`Outflow = max(ActualRelease + FloodDischarge, 0.)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.actualrelease = 2.0 >>> fluxes.flooddischarge = 3.0 >>> model.calc_outflow_v1() >>> fluxes.outflow outflow(5.0) >>> fluxes.flooddischarge = -3.0 >>> model.calc_outflow_v1() >>> fluxes.outflow outflow(0.0) """ flu = self.sequences.fluxes.fastaccess flu.outflow = max(flu.actualrelease + flu.flooddischarge, 0.)
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Calculate the total outflow of the dam. Note that the maximum function is used to prevent from negative outflow values, which could otherwise occur within the required level of numerical accuracy. Required flux sequences: |ActualRelease| |FloodDischarge| Calculated flux sequence: |Outflow| Basic equation: :math:`Outflow = max(ActualRelease + FloodDischarge, 0.)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> fluxes.actualrelease = 2.0 >>> fluxes.flooddischarge = 3.0 >>> model.calc_outflow_v1() >>> fluxes.outflow outflow(5.0) >>> fluxes.flooddischarge = -3.0 >>> model.calc_outflow_v1() >>> fluxes.outflow outflow(0.0)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2095-L2127
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
update_watervolume_v1
def update_watervolume_v1(self): """Update the actual water volume. Required derived parameter: |Seconds| Required flux sequences: |Inflow| |Outflow| Updated state sequence: |WaterVolume| Basic equation: :math:`\\frac{d}{dt}WaterVolume = 1e-6 \\cdot (Inflow-Outflow)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.seconds = 2e6 >>> states.watervolume.old = 5.0 >>> fluxes.inflow = 2.0 >>> fluxes.outflow = 3.0 >>> model.update_watervolume_v1() >>> states.watervolume watervolume(3.0) """ der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess old = self.sequences.states.fastaccess_old new = self.sequences.states.fastaccess_new new.watervolume = (old.watervolume + der.seconds*(flu.inflow-flu.outflow)/1e6)
python
def update_watervolume_v1(self): """Update the actual water volume. Required derived parameter: |Seconds| Required flux sequences: |Inflow| |Outflow| Updated state sequence: |WaterVolume| Basic equation: :math:`\\frac{d}{dt}WaterVolume = 1e-6 \\cdot (Inflow-Outflow)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.seconds = 2e6 >>> states.watervolume.old = 5.0 >>> fluxes.inflow = 2.0 >>> fluxes.outflow = 3.0 >>> model.update_watervolume_v1() >>> states.watervolume watervolume(3.0) """ der = self.parameters.derived.fastaccess flu = self.sequences.fluxes.fastaccess old = self.sequences.states.fastaccess_old new = self.sequences.states.fastaccess_new new.watervolume = (old.watervolume + der.seconds*(flu.inflow-flu.outflow)/1e6)
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Update the actual water volume. Required derived parameter: |Seconds| Required flux sequences: |Inflow| |Outflow| Updated state sequence: |WaterVolume| Basic equation: :math:`\\frac{d}{dt}WaterVolume = 1e-6 \\cdot (Inflow-Outflow)` Example: >>> from hydpy.models.dam import * >>> parameterstep() >>> derived.seconds = 2e6 >>> states.watervolume.old = 5.0 >>> fluxes.inflow = 2.0 >>> fluxes.outflow = 3.0 >>> model.update_watervolume_v1() >>> states.watervolume watervolume(3.0)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2130-L2163
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
pass_outflow_v1
def pass_outflow_v1(self): """Update the outlet link sequence |dam_outlets.Q|.""" flu = self.sequences.fluxes.fastaccess out = self.sequences.outlets.fastaccess out.q[0] += flu.outflow
python
def pass_outflow_v1(self): """Update the outlet link sequence |dam_outlets.Q|.""" flu = self.sequences.fluxes.fastaccess out = self.sequences.outlets.fastaccess out.q[0] += flu.outflow
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Update the outlet link sequence |dam_outlets.Q|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2251-L2255
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
pass_actualremoterelease_v1
def pass_actualremoterelease_v1(self): """Update the outlet link sequence |dam_outlets.S|.""" flu = self.sequences.fluxes.fastaccess out = self.sequences.outlets.fastaccess out.s[0] += flu.actualremoterelease
python
def pass_actualremoterelease_v1(self): """Update the outlet link sequence |dam_outlets.S|.""" flu = self.sequences.fluxes.fastaccess out = self.sequences.outlets.fastaccess out.s[0] += flu.actualremoterelease
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Update the outlet link sequence |dam_outlets.S|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2258-L2262
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
pass_actualremoterelieve_v1
def pass_actualremoterelieve_v1(self): """Update the outlet link sequence |dam_outlets.R|.""" flu = self.sequences.fluxes.fastaccess out = self.sequences.outlets.fastaccess out.r[0] += flu.actualremoterelieve
python
def pass_actualremoterelieve_v1(self): """Update the outlet link sequence |dam_outlets.R|.""" flu = self.sequences.fluxes.fastaccess out = self.sequences.outlets.fastaccess out.r[0] += flu.actualremoterelieve
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Update the outlet link sequence |dam_outlets.R|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2265-L2269
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
pass_missingremoterelease_v1
def pass_missingremoterelease_v1(self): """Update the outlet link sequence |dam_senders.D|.""" flu = self.sequences.fluxes.fastaccess sen = self.sequences.senders.fastaccess sen.d[0] += flu.missingremoterelease
python
def pass_missingremoterelease_v1(self): """Update the outlet link sequence |dam_senders.D|.""" flu = self.sequences.fluxes.fastaccess sen = self.sequences.senders.fastaccess sen.d[0] += flu.missingremoterelease
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Update the outlet link sequence |dam_senders.D|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2272-L2276
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
pass_allowedremoterelieve_v1
def pass_allowedremoterelieve_v1(self): """Update the outlet link sequence |dam_outlets.R|.""" flu = self.sequences.fluxes.fastaccess sen = self.sequences.senders.fastaccess sen.r[0] += flu.allowedremoterelieve
python
def pass_allowedremoterelieve_v1(self): """Update the outlet link sequence |dam_outlets.R|.""" flu = self.sequences.fluxes.fastaccess sen = self.sequences.senders.fastaccess sen.r[0] += flu.allowedremoterelieve
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Update the outlet link sequence |dam_outlets.R|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2279-L2283
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
pass_requiredremotesupply_v1
def pass_requiredremotesupply_v1(self): """Update the outlet link sequence |dam_outlets.S|.""" flu = self.sequences.fluxes.fastaccess sen = self.sequences.senders.fastaccess sen.s[0] += flu.requiredremotesupply
python
def pass_requiredremotesupply_v1(self): """Update the outlet link sequence |dam_outlets.S|.""" flu = self.sequences.fluxes.fastaccess sen = self.sequences.senders.fastaccess sen.s[0] += flu.requiredremotesupply
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Update the outlet link sequence |dam_outlets.S|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2286-L2290
hydpy-dev/hydpy
hydpy/models/dam/dam_model.py
update_loggedoutflow_v1
def update_loggedoutflow_v1(self): """Log a new entry of discharge at a cross section far downstream. Required control parameter: |NmbLogEntries| Required flux sequence: |Outflow| Calculated flux sequence: |LoggedOutflow| Example: The following example shows that, with each new method call, the three memorized values are successively moved to the right and the respective new value is stored on the bare left position: >>> from hydpy.models.dam import * >>> parameterstep() >>> nmblogentries(3) >>> logs.loggedoutflow = 0.0 >>> from hydpy import UnitTest >>> test = UnitTest(model, model.update_loggedoutflow_v1, ... last_example=4, ... parseqs=(fluxes.outflow, ... logs.loggedoutflow)) >>> test.nexts.outflow = [1.0, 3.0, 2.0, 4.0] >>> del test.inits.loggedoutflow >>> test() | ex. | outflow | loggedoutflow | ------------------------------------------- | 1 | 1.0 | 1.0 0.0 0.0 | | 2 | 3.0 | 3.0 1.0 0.0 | | 3 | 2.0 | 2.0 3.0 1.0 | | 4 | 4.0 | 4.0 2.0 3.0 | """ con = self.parameters.control.fastaccess flu = self.sequences.fluxes.fastaccess log = self.sequences.logs.fastaccess for idx in range(con.nmblogentries-1, 0, -1): log.loggedoutflow[idx] = log.loggedoutflow[idx-1] log.loggedoutflow[0] = flu.outflow
python
def update_loggedoutflow_v1(self): """Log a new entry of discharge at a cross section far downstream. Required control parameter: |NmbLogEntries| Required flux sequence: |Outflow| Calculated flux sequence: |LoggedOutflow| Example: The following example shows that, with each new method call, the three memorized values are successively moved to the right and the respective new value is stored on the bare left position: >>> from hydpy.models.dam import * >>> parameterstep() >>> nmblogentries(3) >>> logs.loggedoutflow = 0.0 >>> from hydpy import UnitTest >>> test = UnitTest(model, model.update_loggedoutflow_v1, ... last_example=4, ... parseqs=(fluxes.outflow, ... logs.loggedoutflow)) >>> test.nexts.outflow = [1.0, 3.0, 2.0, 4.0] >>> del test.inits.loggedoutflow >>> test() | ex. | outflow | loggedoutflow | ------------------------------------------- | 1 | 1.0 | 1.0 0.0 0.0 | | 2 | 3.0 | 3.0 1.0 0.0 | | 3 | 2.0 | 2.0 3.0 1.0 | | 4 | 4.0 | 4.0 2.0 3.0 | """ con = self.parameters.control.fastaccess flu = self.sequences.fluxes.fastaccess log = self.sequences.logs.fastaccess for idx in range(con.nmblogentries-1, 0, -1): log.loggedoutflow[idx] = log.loggedoutflow[idx-1] log.loggedoutflow[0] = flu.outflow
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/models/dam/dam_model.py#L2293-L2335
hydpy-dev/hydpy
hydpy/auxs/armatools.py
MA.update_coefs
def update_coefs(self): """(Re)calculate the MA coefficients based on the instantaneous unit hydrograph.""" coefs = [] sum_coefs = 0. moment1 = self.iuh.moment1 for t in itertools.count(0., 1.): points = (moment1 % 1,) if t <= moment1 <= (t+2.) else () try: coef = integrate.quad( self._quad, 0., 1., args=(t,), points=points)[0] except integrate.IntegrationWarning: idx = int(moment1) coefs = numpy.zeros(idx+2, dtype=float) weight = (moment1-idx) coefs[idx] = (1.-weight) coefs[idx+1] = weight self.coefs = coefs warnings.warn( 'During the determination of the MA coefficients ' 'corresponding to the instantaneous unit hydrograph ' '`%s` a numerical integration problem occurred. ' 'Please check the calculated coefficients: %s.' % (repr(self.iuh), objecttools.repr_values(coefs))) break # pragma: no cover sum_coefs += coef if (sum_coefs > .9) and (coef < self.smallest_coeff): coefs = numpy.array(coefs) coefs /= numpy.sum(coefs) self.coefs = coefs break else: coefs.append(coef)
python
def update_coefs(self): """(Re)calculate the MA coefficients based on the instantaneous unit hydrograph.""" coefs = [] sum_coefs = 0. moment1 = self.iuh.moment1 for t in itertools.count(0., 1.): points = (moment1 % 1,) if t <= moment1 <= (t+2.) else () try: coef = integrate.quad( self._quad, 0., 1., args=(t,), points=points)[0] except integrate.IntegrationWarning: idx = int(moment1) coefs = numpy.zeros(idx+2, dtype=float) weight = (moment1-idx) coefs[idx] = (1.-weight) coefs[idx+1] = weight self.coefs = coefs warnings.warn( 'During the determination of the MA coefficients ' 'corresponding to the instantaneous unit hydrograph ' '`%s` a numerical integration problem occurred. ' 'Please check the calculated coefficients: %s.' % (repr(self.iuh), objecttools.repr_values(coefs))) break # pragma: no cover sum_coefs += coef if (sum_coefs > .9) and (coef < self.smallest_coeff): coefs = numpy.array(coefs) coefs /= numpy.sum(coefs) self.coefs = coefs break else: coefs.append(coef)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L201-L233
hydpy-dev/hydpy
hydpy/auxs/armatools.py
MA.turningpoint
def turningpoint(self): """Turning point (index and value tuple) in the recession part of the MA approximation of the instantaneous unit hydrograph.""" coefs = self.coefs old_dc = coefs[1]-coefs[0] for idx in range(self.order-2): new_dc = coefs[idx+2]-coefs[idx+1] if (old_dc < 0.) and (new_dc > old_dc): return idx, coefs[idx] old_dc = new_dc raise RuntimeError( 'Not able to detect a turning point in the impulse response ' 'defined by the MA coefficients %s.' % objecttools.repr_values(coefs))
python
def turningpoint(self): """Turning point (index and value tuple) in the recession part of the MA approximation of the instantaneous unit hydrograph.""" coefs = self.coefs old_dc = coefs[1]-coefs[0] for idx in range(self.order-2): new_dc = coefs[idx+2]-coefs[idx+1] if (old_dc < 0.) and (new_dc > old_dc): return idx, coefs[idx] old_dc = new_dc raise RuntimeError( 'Not able to detect a turning point in the impulse response ' 'defined by the MA coefficients %s.' % objecttools.repr_values(coefs))
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L236-L249
hydpy-dev/hydpy
hydpy/auxs/armatools.py
MA.moments
def moments(self): """The first two time delay weighted statistical moments of the MA coefficients.""" moment1 = statstools.calc_mean_time(self.delays, self.coefs) moment2 = statstools.calc_mean_time_deviation( self.delays, self.coefs, moment1) return numpy.array([moment1, moment2])
python
def moments(self): """The first two time delay weighted statistical moments of the MA coefficients.""" moment1 = statstools.calc_mean_time(self.delays, self.coefs) moment2 = statstools.calc_mean_time_deviation( self.delays, self.coefs, moment1) return numpy.array([moment1, moment2])
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The first two time delay weighted statistical moments of the MA coefficients.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L257-L263
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.effective_max_ar_order
def effective_max_ar_order(self): """The maximum number of AR coefficients that shall or can be determined. It is the minimum of |ARMA.max_ar_order| and the number of coefficients of the pure |MA| after their turning point. """ return min(self.max_ar_order, self.ma.order-self.ma.turningpoint[0]-1)
python
def effective_max_ar_order(self): """The maximum number of AR coefficients that shall or can be determined. It is the minimum of |ARMA.max_ar_order| and the number of coefficients of the pure |MA| after their turning point. """ return min(self.max_ar_order, self.ma.order-self.ma.turningpoint[0]-1)
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The maximum number of AR coefficients that shall or can be determined. It is the minimum of |ARMA.max_ar_order| and the number of coefficients of the pure |MA| after their turning point.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L548-L555
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.update_ar_coefs
def update_ar_coefs(self): """Determine the AR coefficients. The number of AR coefficients is subsequently increased until the required precision |ARMA.max_rel_rmse| is reached. Otherwise, a |RuntimeError| is raised. """ del self.ar_coefs for ar_order in range(1, self.effective_max_ar_order+1): self.calc_all_ar_coefs(ar_order, self.ma) if self._rel_rmse < self.max_rel_rmse: break else: with hydpy.pub.options.reprdigits(12): raise RuntimeError( f'Method `update_ar_coefs` is not able to determine ' f'the AR coefficients of the ARMA model with the desired ' f'accuracy. You can either set the tolerance value ' f'`max_rel_rmse` to a higher value or increase the ' f'allowed `max_ar_order`. An accuracy of `' f'{objecttools.repr_(self._rel_rmse)}` has been reached ' f'using `{self.effective_max_ar_order}` coefficients.')
python
def update_ar_coefs(self): """Determine the AR coefficients. The number of AR coefficients is subsequently increased until the required precision |ARMA.max_rel_rmse| is reached. Otherwise, a |RuntimeError| is raised. """ del self.ar_coefs for ar_order in range(1, self.effective_max_ar_order+1): self.calc_all_ar_coefs(ar_order, self.ma) if self._rel_rmse < self.max_rel_rmse: break else: with hydpy.pub.options.reprdigits(12): raise RuntimeError( f'Method `update_ar_coefs` is not able to determine ' f'the AR coefficients of the ARMA model with the desired ' f'accuracy. You can either set the tolerance value ' f'`max_rel_rmse` to a higher value or increase the ' f'allowed `max_ar_order`. An accuracy of `' f'{objecttools.repr_(self._rel_rmse)}` has been reached ' f'using `{self.effective_max_ar_order}` coefficients.')
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Determine the AR coefficients. The number of AR coefficients is subsequently increased until the required precision |ARMA.max_rel_rmse| is reached. Otherwise, a |RuntimeError| is raised.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L557-L578
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.dev_moments
def dev_moments(self): """Sum of the absolute deviations between the central moments of the instantaneous unit hydrograph and the ARMA approximation.""" return numpy.sum(numpy.abs(self.moments-self.ma.moments))
python
def dev_moments(self): """Sum of the absolute deviations between the central moments of the instantaneous unit hydrograph and the ARMA approximation.""" return numpy.sum(numpy.abs(self.moments-self.ma.moments))
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Sum of the absolute deviations between the central moments of the instantaneous unit hydrograph and the ARMA approximation.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L581-L584
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.norm_coefs
def norm_coefs(self): """Multiply all coefficients by the same factor, so that their sum becomes one.""" sum_coefs = self.sum_coefs self.ar_coefs /= sum_coefs self.ma_coefs /= sum_coefs
python
def norm_coefs(self): """Multiply all coefficients by the same factor, so that their sum becomes one.""" sum_coefs = self.sum_coefs self.ar_coefs /= sum_coefs self.ma_coefs /= sum_coefs
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Multiply all coefficients by the same factor, so that their sum becomes one.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L586-L591
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.sum_coefs
def sum_coefs(self): """The sum of all AR and MA coefficients""" return numpy.sum(self.ar_coefs) + numpy.sum(self.ma_coefs)
python
def sum_coefs(self): """The sum of all AR and MA coefficients""" return numpy.sum(self.ar_coefs) + numpy.sum(self.ma_coefs)
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The sum of all AR and MA coefficients
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L594-L596
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.calc_all_ar_coefs
def calc_all_ar_coefs(self, ar_order, ma_model): """Determine the AR coeffcients based on a least squares approach. The argument `ar_order` defines the number of AR coefficients to be determined. The argument `ma_order` defines a pure |MA| model. The least squares approach is applied on all those coefficents of the pure MA model, which are associated with the part of the recession curve behind its turning point. The attribute |ARMA.rel_rmse| is updated with the resulting relative root mean square error. """ turning_idx, _ = ma_model.turningpoint values = ma_model.coefs[turning_idx:] self.ar_coefs, residuals = numpy.linalg.lstsq( self.get_a(values, ar_order), self.get_b(values, ar_order), rcond=-1)[:2] if len(residuals) == 1: self._rel_rmse = numpy.sqrt(residuals[0])/numpy.sum(values) else: self._rel_rmse = 0.
python
def calc_all_ar_coefs(self, ar_order, ma_model): """Determine the AR coeffcients based on a least squares approach. The argument `ar_order` defines the number of AR coefficients to be determined. The argument `ma_order` defines a pure |MA| model. The least squares approach is applied on all those coefficents of the pure MA model, which are associated with the part of the recession curve behind its turning point. The attribute |ARMA.rel_rmse| is updated with the resulting relative root mean square error. """ turning_idx, _ = ma_model.turningpoint values = ma_model.coefs[turning_idx:] self.ar_coefs, residuals = numpy.linalg.lstsq( self.get_a(values, ar_order), self.get_b(values, ar_order), rcond=-1)[:2] if len(residuals) == 1: self._rel_rmse = numpy.sqrt(residuals[0])/numpy.sum(values) else: self._rel_rmse = 0.
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Determine the AR coeffcients based on a least squares approach. The argument `ar_order` defines the number of AR coefficients to be determined. The argument `ma_order` defines a pure |MA| model. The least squares approach is applied on all those coefficents of the pure MA model, which are associated with the part of the recession curve behind its turning point. The attribute |ARMA.rel_rmse| is updated with the resulting relative root mean square error.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L603-L624
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.get_a
def get_a(values, n): """Extract the independent variables of the given values and return them as a matrix with n columns in a form suitable for the least squares approach applied in method |ARMA.update_ar_coefs|. """ m = len(values)-n a = numpy.empty((m, n), dtype=float) for i in range(m): i0 = i-1 if i > 0 else None i1 = i+n-1 a[i] = values[i1:i0:-1] return numpy.array(a)
python
def get_a(values, n): """Extract the independent variables of the given values and return them as a matrix with n columns in a form suitable for the least squares approach applied in method |ARMA.update_ar_coefs|. """ m = len(values)-n a = numpy.empty((m, n), dtype=float) for i in range(m): i0 = i-1 if i > 0 else None i1 = i+n-1 a[i] = values[i1:i0:-1] return numpy.array(a)
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Extract the independent variables of the given values and return them as a matrix with n columns in a form suitable for the least squares approach applied in method |ARMA.update_ar_coefs|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L627-L638
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.update_ma_coefs
def update_ma_coefs(self): """Determine the MA coefficients. The number of MA coefficients is subsequently increased until the required precision |ARMA.max_dev_coefs| is reached. Otherwise, a |RuntimeError| is raised. """ self.ma_coefs = [] for ma_order in range(1, self.ma.order+1): self.calc_next_ma_coef(ma_order, self.ma) if self.dev_coefs < self.max_dev_coefs: self.norm_coefs() break else: with hydpy.pub.options.reprdigits(12): raise RuntimeError( f'Method `update_ma_coefs` is not able to determine the ' f'MA coefficients of the ARMA model with the desired ' f'accuracy. You can set the tolerance value ' f'´max_dev_coefs` to a higher value. An accuracy of ' f'`{objecttools.repr_(self.dev_coefs)}` has been reached ' f'using `{self.ma.order}` MA coefficients.') if numpy.min(self.response) < 0.: warnings.warn( 'Note that the smallest response to a standard impulse of the ' 'determined ARMA model is negative (`%s`).' % objecttools.repr_(numpy.min(self.response)))
python
def update_ma_coefs(self): """Determine the MA coefficients. The number of MA coefficients is subsequently increased until the required precision |ARMA.max_dev_coefs| is reached. Otherwise, a |RuntimeError| is raised. """ self.ma_coefs = [] for ma_order in range(1, self.ma.order+1): self.calc_next_ma_coef(ma_order, self.ma) if self.dev_coefs < self.max_dev_coefs: self.norm_coefs() break else: with hydpy.pub.options.reprdigits(12): raise RuntimeError( f'Method `update_ma_coefs` is not able to determine the ' f'MA coefficients of the ARMA model with the desired ' f'accuracy. You can set the tolerance value ' f'´max_dev_coefs` to a higher value. An accuracy of ' f'`{objecttools.repr_(self.dev_coefs)}` has been reached ' f'using `{self.ma.order}` MA coefficients.') if numpy.min(self.response) < 0.: warnings.warn( 'Note that the smallest response to a standard impulse of the ' 'determined ARMA model is negative (`%s`).' % objecttools.repr_(numpy.min(self.response)))
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Determine the MA coefficients. The number of MA coefficients is subsequently increased until the required precision |ARMA.max_dev_coefs| is reached. Otherwise, a |RuntimeError| is raised.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L648-L674
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.calc_next_ma_coef
def calc_next_ma_coef(self, ma_order, ma_model): """Determine the MA coefficients of the ARMA model based on its predetermined AR coefficients and the MA ordinates of the given |MA| model. The MA coefficients are determined one at a time, beginning with the first one. Each ARMA MA coefficient in set in a manner that allows for the exact reproduction of the equivalent pure MA coefficient with all relevant ARMA coefficients. """ idx = ma_order-1 coef = ma_model.coefs[idx] for jdx, ar_coef in enumerate(self.ar_coefs): zdx = idx-jdx-1 if zdx >= 0: coef -= ar_coef*ma_model.coefs[zdx] self.ma_coefs = numpy.concatenate((self.ma_coefs, [coef]))
python
def calc_next_ma_coef(self, ma_order, ma_model): """Determine the MA coefficients of the ARMA model based on its predetermined AR coefficients and the MA ordinates of the given |MA| model. The MA coefficients are determined one at a time, beginning with the first one. Each ARMA MA coefficient in set in a manner that allows for the exact reproduction of the equivalent pure MA coefficient with all relevant ARMA coefficients. """ idx = ma_order-1 coef = ma_model.coefs[idx] for jdx, ar_coef in enumerate(self.ar_coefs): zdx = idx-jdx-1 if zdx >= 0: coef -= ar_coef*ma_model.coefs[zdx] self.ma_coefs = numpy.concatenate((self.ma_coefs, [coef]))
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Determine the MA coefficients of the ARMA model based on its predetermined AR coefficients and the MA ordinates of the given |MA| model. The MA coefficients are determined one at a time, beginning with the first one. Each ARMA MA coefficient in set in a manner that allows for the exact reproduction of the equivalent pure MA coefficient with all relevant ARMA coefficients.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L676-L692
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.response
def response(self): """Return the response to a standard dt impulse.""" values = [] sum_values = 0. ma_coefs = self.ma_coefs ar_coefs = self.ar_coefs ma_order = self.ma_order for idx in range(len(self.ma.delays)): value = 0. if idx < ma_order: value += ma_coefs[idx] for jdx, ar_coef in enumerate(ar_coefs): zdx = idx-jdx-1 if zdx >= 0: value += ar_coef*values[zdx] values.append(value) sum_values += value return numpy.array(values)
python
def response(self): """Return the response to a standard dt impulse.""" values = [] sum_values = 0. ma_coefs = self.ma_coefs ar_coefs = self.ar_coefs ma_order = self.ma_order for idx in range(len(self.ma.delays)): value = 0. if idx < ma_order: value += ma_coefs[idx] for jdx, ar_coef in enumerate(ar_coefs): zdx = idx-jdx-1 if zdx >= 0: value += ar_coef*values[zdx] values.append(value) sum_values += value return numpy.array(values)
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Return the response to a standard dt impulse.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L695-L712
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.moments
def moments(self): """The first two time delay weighted statistical moments of the ARMA response.""" timepoints = self.ma.delays response = self.response moment1 = statstools.calc_mean_time(timepoints, response) moment2 = statstools.calc_mean_time_deviation( timepoints, response, moment1) return numpy.array([moment1, moment2])
python
def moments(self): """The first two time delay weighted statistical moments of the ARMA response.""" timepoints = self.ma.delays response = self.response moment1 = statstools.calc_mean_time(timepoints, response) moment2 = statstools.calc_mean_time_deviation( timepoints, response, moment1) return numpy.array([moment1, moment2])
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The first two time delay weighted statistical moments of the ARMA response.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L715-L723
hydpy-dev/hydpy
hydpy/auxs/armatools.py
ARMA.plot
def plot(self, threshold=None, **kwargs): """Barplot of the ARMA response.""" try: # Works under matplotlib 3. pyplot.bar(x=self.ma.delays+.5, height=self.response, width=1., fill=False, **kwargs) except TypeError: # pragma: no cover # Works under matplotlib 2. pyplot.bar(left=self.ma.delays+.5, height=self.response, width=1., fill=False, **kwargs) pyplot.xlabel('time') pyplot.ylabel('response') if threshold is not None: cumsum = numpy.cumsum(self.response) idx = numpy.where(cumsum > threshold*cumsum[-1])[0][0] pyplot.xlim(0., idx)
python
def plot(self, threshold=None, **kwargs): """Barplot of the ARMA response.""" try: # Works under matplotlib 3. pyplot.bar(x=self.ma.delays+.5, height=self.response, width=1., fill=False, **kwargs) except TypeError: # pragma: no cover # Works under matplotlib 2. pyplot.bar(left=self.ma.delays+.5, height=self.response, width=1., fill=False, **kwargs) pyplot.xlabel('time') pyplot.ylabel('response') if threshold is not None: cumsum = numpy.cumsum(self.response) idx = numpy.where(cumsum > threshold*cumsum[-1])[0][0] pyplot.xlim(0., idx)
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Barplot of the ARMA response.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/armatools.py#L725-L740
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
method_header
def method_header(method_name, nogil=False, idx_as_arg=False): """Returns the Cython method header for methods without arguments except `self`.""" if not config.FASTCYTHON: nogil = False header = 'cpdef inline void %s(self' % method_name header += ', int idx)' if idx_as_arg else ')' header += ' nogil:' if nogil else ':' return header
python
def method_header(method_name, nogil=False, idx_as_arg=False): """Returns the Cython method header for methods without arguments except `self`.""" if not config.FASTCYTHON: nogil = False header = 'cpdef inline void %s(self' % method_name header += ', int idx)' if idx_as_arg else ')' header += ' nogil:' if nogil else ':' return header
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Returns the Cython method header for methods without arguments except `self`.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L80-L88
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
decorate_method
def decorate_method(wrapped): """The decorated method will return a |Lines| object including a method header. However, the |Lines| object will be empty if the respective model does not implement a method with the same name as the wrapped method. """ def wrapper(self): lines = Lines() if hasattr(self.model, wrapped.__name__): print(' . %s' % wrapped.__name__) lines.add(1, method_header(wrapped.__name__, nogil=True)) for line in wrapped(self): lines.add(2, line) return lines functools.update_wrapper(wrapper, wrapped) wrapper.__doc__ = 'Lines of model method %s.' % wrapped.__name__ return property(wrapper)
python
def decorate_method(wrapped): """The decorated method will return a |Lines| object including a method header. However, the |Lines| object will be empty if the respective model does not implement a method with the same name as the wrapped method. """ def wrapper(self): lines = Lines() if hasattr(self.model, wrapped.__name__): print(' . %s' % wrapped.__name__) lines.add(1, method_header(wrapped.__name__, nogil=True)) for line in wrapped(self): lines.add(2, line) return lines functools.update_wrapper(wrapper, wrapped) wrapper.__doc__ = 'Lines of model method %s.' % wrapped.__name__ return property(wrapper)
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The decorated method will return a |Lines| object including a method header. However, the |Lines| object will be empty if the respective model does not implement a method with the same name as the wrapped method.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L91-L107
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
Lines.add
def add(self, indent, line): """Appends the given text line with prefixed spaces in accordance with the given number of indentation levels. """ if isinstance(line, str): list.append(self, indent*4*' ' + line) else: for subline in line: list.append(self, indent*4*' ' + subline)
python
def add(self, indent, line): """Appends the given text line with prefixed spaces in accordance with the given number of indentation levels. """ if isinstance(line, str): list.append(self, indent*4*' ' + line) else: for subline in line: list.append(self, indent*4*' ' + subline)
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Appends the given text line with prefixed spaces in accordance with the given number of indentation levels.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L66-L74
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
Cythonizer.pyname
def pyname(self): """Name of the compiled module.""" if self.pymodule.endswith('__init__'): return self.pymodule.split('.')[-2] else: return self.pymodule.split('.')[-1]
python
def pyname(self): """Name of the compiled module.""" if self.pymodule.endswith('__init__'): return self.pymodule.split('.')[-2] else: return self.pymodule.split('.')[-1]
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Name of the compiled module.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L147-L152
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
Cythonizer.pyxwriter
def pyxwriter(self): """Update the pyx file.""" model = self.Model() if hasattr(self, 'Parameters'): model.parameters = self.Parameters(vars(self)) else: model.parameters = parametertools.Parameters(vars(self)) if hasattr(self, 'Sequences'): model.sequences = self.Sequences(model=model, **vars(self)) else: model.sequences = sequencetools.Sequences(model=model, **vars(self)) return PyxWriter(self, model, self.pyxfilepath)
python
def pyxwriter(self): """Update the pyx file.""" model = self.Model() if hasattr(self, 'Parameters'): model.parameters = self.Parameters(vars(self)) else: model.parameters = parametertools.Parameters(vars(self)) if hasattr(self, 'Sequences'): model.sequences = self.Sequences(model=model, **vars(self)) else: model.sequences = sequencetools.Sequences(model=model, **vars(self)) return PyxWriter(self, model, self.pyxfilepath)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L185-L197
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
Cythonizer.pysourcefiles
def pysourcefiles(self): """All source files of the actual models Python classes and their respective base classes.""" sourcefiles = set() for (name, child) in vars(self).items(): try: parents = inspect.getmro(child) except AttributeError: continue for parent in parents: try: sourcefile = inspect.getfile(parent) except TypeError: break sourcefiles.add(sourcefile) return Lines(*sourcefiles)
python
def pysourcefiles(self): """All source files of the actual models Python classes and their respective base classes.""" sourcefiles = set() for (name, child) in vars(self).items(): try: parents = inspect.getmro(child) except AttributeError: continue for parent in parents: try: sourcefile = inspect.getfile(parent) except TypeError: break sourcefiles.add(sourcefile) return Lines(*sourcefiles)
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All source files of the actual models Python classes and their respective base classes.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L200-L215
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
Cythonizer.outdated
def outdated(self): """True if at least one of the |Cythonizer.pysourcefiles| is newer than the compiled file under |Cythonizer.pyxfilepath|, otherwise False. """ if hydpy.pub.options.forcecompiling: return True if os.path.split(hydpy.__path__[0])[-2].endswith('-packages'): return False if not os.path.exists(self.dllfilepath): return True cydate = os.stat(self.dllfilepath).st_mtime for pysourcefile in self.pysourcefiles: pydate = os.stat(pysourcefile).st_mtime if pydate > cydate: return True return False
python
def outdated(self): """True if at least one of the |Cythonizer.pysourcefiles| is newer than the compiled file under |Cythonizer.pyxfilepath|, otherwise False. """ if hydpy.pub.options.forcecompiling: return True if os.path.split(hydpy.__path__[0])[-2].endswith('-packages'): return False if not os.path.exists(self.dllfilepath): return True cydate = os.stat(self.dllfilepath).st_mtime for pysourcefile in self.pysourcefiles: pydate = os.stat(pysourcefile).st_mtime if pydate > cydate: return True return False
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True if at least one of the |Cythonizer.pysourcefiles| is newer than the compiled file under |Cythonizer.pyxfilepath|, otherwise False.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L218-L234
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
Cythonizer.compile_
def compile_(self): """Translate cython code to C code and compile it.""" from Cython import Build argv = copy.deepcopy(sys.argv) sys.argv = [sys.argv[0], 'build_ext', '--build-lib='+self.buildpath] exc_modules = [ distutils.extension.Extension( 'hydpy.cythons.autogen.'+self.cyname, [self.pyxfilepath], extra_compile_args=['-O2'])] distutils.core.setup(ext_modules=Build.cythonize(exc_modules), include_dirs=[numpy.get_include()]) sys.argv = argv
python
def compile_(self): """Translate cython code to C code and compile it.""" from Cython import Build argv = copy.deepcopy(sys.argv) sys.argv = [sys.argv[0], 'build_ext', '--build-lib='+self.buildpath] exc_modules = [ distutils.extension.Extension( 'hydpy.cythons.autogen.'+self.cyname, [self.pyxfilepath], extra_compile_args=['-O2'])] distutils.core.setup(ext_modules=Build.cythonize(exc_modules), include_dirs=[numpy.get_include()]) sys.argv = argv
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L236-L247
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
Cythonizer.move_dll
def move_dll(self): """Try to find the resulting dll file and to move it into the `cythons` package. Things to be aware of: * The file extension either `pyd` (Window) or `so` (Linux). * The folder containing the dll file is system dependent, but is always a subfolder of the `cythons` package. * Under Linux, the filename might contain system information, e.g. ...cpython-36m-x86_64-linux-gnu.so. """ dirinfos = os.walk(self.buildpath) next(dirinfos) system_dependent_filename = None for dirinfo in dirinfos: for filename in dirinfo[2]: if (filename.startswith(self.cyname) and filename.endswith(dllextension)): system_dependent_filename = filename break if system_dependent_filename: try: shutil.move(os.path.join(dirinfo[0], system_dependent_filename), os.path.join(self.cydirpath, self.cyname+dllextension)) break except BaseException: prefix = ('After trying to cythonize module %s, when ' 'trying to move the final cython module %s ' 'from directory %s to directory %s' % (self.pyname, system_dependent_filename, self.buildpath, self.cydirpath)) suffix = ('A likely error cause is that the cython module ' '%s does already exist in this directory and is ' 'currently blocked by another Python process. ' 'Maybe it helps to close all Python processes ' 'and restart the cyhonization afterwards.' % self.cyname+dllextension) objecttools.augment_excmessage(prefix, suffix) else: raise IOError('After trying to cythonize module %s, the resulting ' 'file %s could neither be found in directory %s nor ' 'its subdirectories. The distul report should tell ' 'whether the file has been stored somewhere else,' 'is named somehow else, or could not be build at ' 'all.' % self.buildpath)
python
def move_dll(self): """Try to find the resulting dll file and to move it into the `cythons` package. Things to be aware of: * The file extension either `pyd` (Window) or `so` (Linux). * The folder containing the dll file is system dependent, but is always a subfolder of the `cythons` package. * Under Linux, the filename might contain system information, e.g. ...cpython-36m-x86_64-linux-gnu.so. """ dirinfos = os.walk(self.buildpath) next(dirinfos) system_dependent_filename = None for dirinfo in dirinfos: for filename in dirinfo[2]: if (filename.startswith(self.cyname) and filename.endswith(dllextension)): system_dependent_filename = filename break if system_dependent_filename: try: shutil.move(os.path.join(dirinfo[0], system_dependent_filename), os.path.join(self.cydirpath, self.cyname+dllextension)) break except BaseException: prefix = ('After trying to cythonize module %s, when ' 'trying to move the final cython module %s ' 'from directory %s to directory %s' % (self.pyname, system_dependent_filename, self.buildpath, self.cydirpath)) suffix = ('A likely error cause is that the cython module ' '%s does already exist in this directory and is ' 'currently blocked by another Python process. ' 'Maybe it helps to close all Python processes ' 'and restart the cyhonization afterwards.' % self.cyname+dllextension) objecttools.augment_excmessage(prefix, suffix) else: raise IOError('After trying to cythonize module %s, the resulting ' 'file %s could neither be found in directory %s nor ' 'its subdirectories. The distul report should tell ' 'whether the file has been stored somewhere else,' 'is named somehow else, or could not be build at ' 'all.' % self.buildpath)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L249-L295
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.constants
def constants(self): """Constants declaration lines.""" lines = Lines() for (name, member) in vars(self.cythonizer).items(): if (name.isupper() and (not inspect.isclass(member)) and (type(member) in TYPE2STR)): ndim = numpy.array(member).ndim ctype = TYPE2STR[type(member)] + NDIM2STR[ndim] lines.add(0, 'cdef public %s %s = %s' % (ctype, name, member)) return lines
python
def constants(self): """Constants declaration lines.""" lines = Lines() for (name, member) in vars(self.cythonizer).items(): if (name.isupper() and (not inspect.isclass(member)) and (type(member) in TYPE2STR)): ndim = numpy.array(member).ndim ctype = TYPE2STR[type(member)] + NDIM2STR[ndim] lines.add(0, 'cdef public %s %s = %s' % (ctype, name, member)) return lines
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Constants declaration lines.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L361-L372
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.parameters
def parameters(self): """Parameter declaration lines.""" lines = Lines() lines.add(0, '@cython.final') lines.add(0, 'cdef class Parameters(object):') for subpars in self.model.parameters: if subpars: lines.add(1, 'cdef public %s %s' % (objecttools.classname(subpars), subpars.name)) for subpars in self.model.parameters: if subpars: print(' - %s' % subpars.name) lines.add(0, '@cython.final') lines.add(0, 'cdef class %s(object):' % objecttools.classname(subpars)) for par in subpars: try: ctype = TYPE2STR[par.TYPE] + NDIM2STR[par.NDIM] except KeyError: ctype = par.TYPE + NDIM2STR[par.NDIM] lines.add(1, 'cdef public %s %s' % (ctype, par.name)) return lines
python
def parameters(self): """Parameter declaration lines.""" lines = Lines() lines.add(0, '@cython.final') lines.add(0, 'cdef class Parameters(object):') for subpars in self.model.parameters: if subpars: lines.add(1, 'cdef public %s %s' % (objecttools.classname(subpars), subpars.name)) for subpars in self.model.parameters: if subpars: print(' - %s' % subpars.name) lines.add(0, '@cython.final') lines.add(0, 'cdef class %s(object):' % objecttools.classname(subpars)) for par in subpars: try: ctype = TYPE2STR[par.TYPE] + NDIM2STR[par.NDIM] except KeyError: ctype = par.TYPE + NDIM2STR[par.NDIM] lines.add(1, 'cdef public %s %s' % (ctype, par.name)) return lines
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Parameter declaration lines.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L375-L396
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.sequences
def sequences(self): """Sequence declaration lines.""" lines = Lines() lines.add(0, '@cython.final') lines.add(0, 'cdef class Sequences(object):') for subseqs in self.model.sequences: lines.add(1, 'cdef public %s %s' % (objecttools.classname(subseqs), subseqs.name)) if getattr(self.model.sequences, 'states', None) is not None: lines.add(1, 'cdef public StateSequences old_states') lines.add(1, 'cdef public StateSequences new_states') for subseqs in self.model.sequences: print(' - %s' % subseqs.name) lines.add(0, '@cython.final') lines.add(0, 'cdef class %s(object):' % objecttools.classname(subseqs)) for seq in subseqs: ctype = 'double' + NDIM2STR[seq.NDIM] if isinstance(subseqs, sequencetools.LinkSequences): if seq.NDIM == 0: lines.add(1, 'cdef double *%s' % seq.name) elif seq.NDIM == 1: lines.add(1, 'cdef double **%s' % seq.name) lines.add(1, 'cdef public int len_%s' % seq.name) else: lines.add(1, 'cdef public %s %s' % (ctype, seq.name)) lines.add(1, 'cdef public int _%s_ndim' % seq.name) lines.add(1, 'cdef public int _%s_length' % seq.name) for idx in range(seq.NDIM): lines.add(1, 'cdef public int _%s_length_%d' % (seq.name, idx)) if seq.NUMERIC: ctype_numeric = 'double' + NDIM2STR[seq.NDIM+1] lines.add(1, 'cdef public %s _%s_points' % (ctype_numeric, seq.name)) lines.add(1, 'cdef public %s _%s_results' % (ctype_numeric, seq.name)) if isinstance(subseqs, sequencetools.FluxSequences): lines.add(1, 'cdef public %s _%s_integrals' % (ctype_numeric, seq.name)) lines.add(1, 'cdef public %s _%s_sum' % (ctype, seq.name)) if isinstance(subseqs, sequencetools.IOSequences): lines.extend(self.iosequence(seq)) if isinstance(subseqs, sequencetools.InputSequences): lines.extend(self.load_data(subseqs)) if isinstance(subseqs, sequencetools.IOSequences): lines.extend(self.open_files(subseqs)) lines.extend(self.close_files(subseqs)) if not isinstance(subseqs, sequencetools.InputSequence): lines.extend(self.save_data(subseqs)) if isinstance(subseqs, sequencetools.LinkSequences): lines.extend(self.set_pointer(subseqs)) return lines
python
def sequences(self): """Sequence declaration lines.""" lines = Lines() lines.add(0, '@cython.final') lines.add(0, 'cdef class Sequences(object):') for subseqs in self.model.sequences: lines.add(1, 'cdef public %s %s' % (objecttools.classname(subseqs), subseqs.name)) if getattr(self.model.sequences, 'states', None) is not None: lines.add(1, 'cdef public StateSequences old_states') lines.add(1, 'cdef public StateSequences new_states') for subseqs in self.model.sequences: print(' - %s' % subseqs.name) lines.add(0, '@cython.final') lines.add(0, 'cdef class %s(object):' % objecttools.classname(subseqs)) for seq in subseqs: ctype = 'double' + NDIM2STR[seq.NDIM] if isinstance(subseqs, sequencetools.LinkSequences): if seq.NDIM == 0: lines.add(1, 'cdef double *%s' % seq.name) elif seq.NDIM == 1: lines.add(1, 'cdef double **%s' % seq.name) lines.add(1, 'cdef public int len_%s' % seq.name) else: lines.add(1, 'cdef public %s %s' % (ctype, seq.name)) lines.add(1, 'cdef public int _%s_ndim' % seq.name) lines.add(1, 'cdef public int _%s_length' % seq.name) for idx in range(seq.NDIM): lines.add(1, 'cdef public int _%s_length_%d' % (seq.name, idx)) if seq.NUMERIC: ctype_numeric = 'double' + NDIM2STR[seq.NDIM+1] lines.add(1, 'cdef public %s _%s_points' % (ctype_numeric, seq.name)) lines.add(1, 'cdef public %s _%s_results' % (ctype_numeric, seq.name)) if isinstance(subseqs, sequencetools.FluxSequences): lines.add(1, 'cdef public %s _%s_integrals' % (ctype_numeric, seq.name)) lines.add(1, 'cdef public %s _%s_sum' % (ctype, seq.name)) if isinstance(subseqs, sequencetools.IOSequences): lines.extend(self.iosequence(seq)) if isinstance(subseqs, sequencetools.InputSequences): lines.extend(self.load_data(subseqs)) if isinstance(subseqs, sequencetools.IOSequences): lines.extend(self.open_files(subseqs)) lines.extend(self.close_files(subseqs)) if not isinstance(subseqs, sequencetools.InputSequence): lines.extend(self.save_data(subseqs)) if isinstance(subseqs, sequencetools.LinkSequences): lines.extend(self.set_pointer(subseqs)) return lines
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Sequence declaration lines.
[ "Sequence", "declaration", "lines", "." ]
train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L399-L452
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.iosequence
def iosequence(seq): """Special declaration lines for the given |IOSequence| object. """ lines = Lines() lines.add(1, 'cdef public bint _%s_diskflag' % seq.name) lines.add(1, 'cdef public str _%s_path' % seq.name) lines.add(1, 'cdef FILE *_%s_file' % seq.name) lines.add(1, 'cdef public bint _%s_ramflag' % seq.name) ctype = 'double' + NDIM2STR[seq.NDIM+1] lines.add(1, 'cdef public %s _%s_array' % (ctype, seq.name)) return lines
python
def iosequence(seq): """Special declaration lines for the given |IOSequence| object. """ lines = Lines() lines.add(1, 'cdef public bint _%s_diskflag' % seq.name) lines.add(1, 'cdef public str _%s_path' % seq.name) lines.add(1, 'cdef FILE *_%s_file' % seq.name) lines.add(1, 'cdef public bint _%s_ramflag' % seq.name) ctype = 'double' + NDIM2STR[seq.NDIM+1] lines.add(1, 'cdef public %s _%s_array' % (ctype, seq.name)) return lines
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Special declaration lines for the given |IOSequence| object.
[ "Special", "declaration", "lines", "for", "the", "given", "|IOSequence|", "object", "." ]
train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L455-L465
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.open_files
def open_files(subseqs): """Open file statements.""" print(' . open_files') lines = Lines() lines.add(1, 'cpdef open_files(self, int idx):') for seq in subseqs: lines.add(2, 'if self._%s_diskflag:' % seq.name) lines.add(3, 'self._%s_file = fopen(str(self._%s_path).encode(), ' '"rb+")' % (2*(seq.name,))) if seq.NDIM == 0: lines.add(3, 'fseek(self._%s_file, idx*8, SEEK_SET)' % seq.name) else: lines.add(3, 'fseek(self._%s_file, idx*self._%s_length*8, ' 'SEEK_SET)' % (2*(seq.name,))) return lines
python
def open_files(subseqs): """Open file statements.""" print(' . open_files') lines = Lines() lines.add(1, 'cpdef open_files(self, int idx):') for seq in subseqs: lines.add(2, 'if self._%s_diskflag:' % seq.name) lines.add(3, 'self._%s_file = fopen(str(self._%s_path).encode(), ' '"rb+")' % (2*(seq.name,))) if seq.NDIM == 0: lines.add(3, 'fseek(self._%s_file, idx*8, SEEK_SET)' % seq.name) else: lines.add(3, 'fseek(self._%s_file, idx*self._%s_length*8, ' 'SEEK_SET)' % (2*(seq.name,))) return lines
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Open file statements.
[ "Open", "file", "statements", "." ]
train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L468-L483
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.close_files
def close_files(subseqs): """Close file statements.""" print(' . close_files') lines = Lines() lines.add(1, 'cpdef inline close_files(self):') for seq in subseqs: lines.add(2, 'if self._%s_diskflag:' % seq.name) lines.add(3, 'fclose(self._%s_file)' % seq.name) return lines
python
def close_files(subseqs): """Close file statements.""" print(' . close_files') lines = Lines() lines.add(1, 'cpdef inline close_files(self):') for seq in subseqs: lines.add(2, 'if self._%s_diskflag:' % seq.name) lines.add(3, 'fclose(self._%s_file)' % seq.name) return lines
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Close file statements.
[ "Close", "file", "statements", "." ]
train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L486-L494
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.load_data
def load_data(subseqs): """Load data statements.""" print(' . load_data') lines = Lines() lines.add(1, 'cpdef inline void load_data(self, int idx) %s:' % _nogil) lines.add(2, 'cdef int jdx0, jdx1, jdx2, jdx3, jdx4, jdx5') for seq in subseqs: lines.add(2, 'if self._%s_diskflag:' % seq.name) if seq.NDIM == 0: lines.add(3, 'fread(&self.%s, 8, 1, self._%s_file)' % (2*(seq.name,))) else: lines.add(3, 'fread(&self.%s[0], 8, self._%s_length, ' 'self._%s_file)' % (3*(seq.name,))) lines.add(2, 'elif self._%s_ramflag:' % seq.name) if seq.NDIM == 0: lines.add(3, 'self.%s = self._%s_array[idx]' % (2*(seq.name,))) else: indexing = '' for idx in range(seq.NDIM): lines.add(3+idx, 'for jdx%d in range(self._%s_length_%d):' % (idx, seq.name, idx)) indexing += 'jdx%d,' % idx indexing = indexing[:-1] lines.add(3+seq.NDIM, 'self.%s[%s] = self._%s_array[idx,%s]' % (2*(seq.name, indexing))) return lines
python
def load_data(subseqs): """Load data statements.""" print(' . load_data') lines = Lines() lines.add(1, 'cpdef inline void load_data(self, int idx) %s:' % _nogil) lines.add(2, 'cdef int jdx0, jdx1, jdx2, jdx3, jdx4, jdx5') for seq in subseqs: lines.add(2, 'if self._%s_diskflag:' % seq.name) if seq.NDIM == 0: lines.add(3, 'fread(&self.%s, 8, 1, self._%s_file)' % (2*(seq.name,))) else: lines.add(3, 'fread(&self.%s[0], 8, self._%s_length, ' 'self._%s_file)' % (3*(seq.name,))) lines.add(2, 'elif self._%s_ramflag:' % seq.name) if seq.NDIM == 0: lines.add(3, 'self.%s = self._%s_array[idx]' % (2*(seq.name,))) else: indexing = '' for idx in range(seq.NDIM): lines.add(3+idx, 'for jdx%d in range(self._%s_length_%d):' % (idx, seq.name, idx)) indexing += 'jdx%d,' % idx indexing = indexing[:-1] lines.add(3+seq.NDIM, 'self.%s[%s] = self._%s_array[idx,%s]' % (2*(seq.name, indexing))) return lines
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Load data statements.
[ "Load", "data", "statements", "." ]
train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L497-L523
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.set_pointer
def set_pointer(self, subseqs): """Set_pointer functions for link sequences.""" lines = Lines() for seq in subseqs: if seq.NDIM == 0: lines.extend(self.set_pointer0d(subseqs)) break for seq in subseqs: if seq.NDIM == 1: lines.extend(self.alloc(subseqs)) lines.extend(self.dealloc(subseqs)) lines.extend(self.set_pointer1d(subseqs)) break return lines
python
def set_pointer(self, subseqs): """Set_pointer functions for link sequences.""" lines = Lines() for seq in subseqs: if seq.NDIM == 0: lines.extend(self.set_pointer0d(subseqs)) break for seq in subseqs: if seq.NDIM == 1: lines.extend(self.alloc(subseqs)) lines.extend(self.dealloc(subseqs)) lines.extend(self.set_pointer1d(subseqs)) break return lines
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Set_pointer functions for link sequences.
[ "Set_pointer", "functions", "for", "link", "sequences", "." ]
train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L554-L567
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.set_pointer0d
def set_pointer0d(subseqs): """Set_pointer function for 0-dimensional link sequences.""" print(' . set_pointer0d') lines = Lines() lines.add(1, 'cpdef inline set_pointer0d' '(self, str name, pointerutils.PDouble value):') for seq in subseqs: lines.add(2, 'if name == "%s":' % seq.name) lines.add(3, 'self.%s = value.p_value' % seq.name) return lines
python
def set_pointer0d(subseqs): """Set_pointer function for 0-dimensional link sequences.""" print(' . set_pointer0d') lines = Lines() lines.add(1, 'cpdef inline set_pointer0d' '(self, str name, pointerutils.PDouble value):') for seq in subseqs: lines.add(2, 'if name == "%s":' % seq.name) lines.add(3, 'self.%s = value.p_value' % seq.name) return lines
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Set_pointer function for 0-dimensional link sequences.
[ "Set_pointer", "function", "for", "0", "-", "dimensional", "link", "sequences", "." ]
train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L570-L579
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.alloc
def alloc(subseqs): """Allocate memory for 1-dimensional link sequences.""" print(' . setlength') lines = Lines() lines.add(1, 'cpdef inline alloc(self, name, int length):') for seq in subseqs: lines.add(2, 'if name == "%s":' % seq.name) lines.add(3, 'self._%s_length_0 = length' % seq.name) lines.add(3, 'self.%s = <double**> ' 'PyMem_Malloc(length * sizeof(double*))' % seq.name) return lines
python
def alloc(subseqs): """Allocate memory for 1-dimensional link sequences.""" print(' . setlength') lines = Lines() lines.add(1, 'cpdef inline alloc(self, name, int length):') for seq in subseqs: lines.add(2, 'if name == "%s":' % seq.name) lines.add(3, 'self._%s_length_0 = length' % seq.name) lines.add(3, 'self.%s = <double**> ' 'PyMem_Malloc(length * sizeof(double*))' % seq.name) return lines
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L582-L592
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.dealloc
def dealloc(subseqs): """Deallocate memory for 1-dimensional link sequences.""" print(' . dealloc') lines = Lines() lines.add(1, 'cpdef inline dealloc(self):') for seq in subseqs: lines.add(2, 'PyMem_Free(self.%s)' % seq.name) return lines
python
def dealloc(subseqs): """Deallocate memory for 1-dimensional link sequences.""" print(' . dealloc') lines = Lines() lines.add(1, 'cpdef inline dealloc(self):') for seq in subseqs: lines.add(2, 'PyMem_Free(self.%s)' % seq.name) return lines
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Deallocate memory for 1-dimensional link sequences.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L595-L602
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.set_pointer1d
def set_pointer1d(subseqs): """Set_pointer function for 1-dimensional link sequences.""" print(' . set_pointer1d') lines = Lines() lines.add(1, 'cpdef inline set_pointer1d' '(self, str name, pointerutils.PDouble value, int idx):') for seq in subseqs: lines.add(2, 'if name == "%s":' % seq.name) lines.add(3, 'self.%s[idx] = value.p_value' % seq.name) return lines
python
def set_pointer1d(subseqs): """Set_pointer function for 1-dimensional link sequences.""" print(' . set_pointer1d') lines = Lines() lines.add(1, 'cpdef inline set_pointer1d' '(self, str name, pointerutils.PDouble value, int idx):') for seq in subseqs: lines.add(2, 'if name == "%s":' % seq.name) lines.add(3, 'self.%s[idx] = value.p_value' % seq.name) return lines
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Set_pointer function for 1-dimensional link sequences.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L605-L614
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.numericalparameters
def numericalparameters(self): """Numeric parameter declaration lines.""" lines = Lines() if self.model.NUMERICAL: lines.add(0, '@cython.final') lines.add(0, 'cdef class NumConsts(object):') for name in ('nmb_methods', 'nmb_stages'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[int], name)) for name in ('dt_increase', 'dt_decrease'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[float], name)) lines.add(1, 'cdef public configutils.Config pub') lines.add(1, 'cdef public double[:, :, :] a_coefs') lines.add(0, 'cdef class NumVars(object):') for name in ('nmb_calls', 'idx_method', 'idx_stage'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[int], name)) for name in ('t0', 't1', 'dt', 'dt_est', 'error', 'last_error', 'extrapolated_error'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[float], name)) lines.add(1, 'cdef public %s f0_ready' % TYPE2STR[bool]) return lines
python
def numericalparameters(self): """Numeric parameter declaration lines.""" lines = Lines() if self.model.NUMERICAL: lines.add(0, '@cython.final') lines.add(0, 'cdef class NumConsts(object):') for name in ('nmb_methods', 'nmb_stages'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[int], name)) for name in ('dt_increase', 'dt_decrease'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[float], name)) lines.add(1, 'cdef public configutils.Config pub') lines.add(1, 'cdef public double[:, :, :] a_coefs') lines.add(0, 'cdef class NumVars(object):') for name in ('nmb_calls', 'idx_method', 'idx_stage'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[int], name)) for name in ('t0', 't1', 'dt', 'dt_est', 'error', 'last_error', 'extrapolated_error'): lines.add(1, 'cdef public %s %s' % (TYPE2STR[float], name)) lines.add(1, 'cdef public %s f0_ready' % TYPE2STR[bool]) return lines
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Numeric parameter declaration lines.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L617-L636
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.modeldeclarations
def modeldeclarations(self): """Attribute declarations of the model class.""" lines = Lines() lines.add(0, '@cython.final') lines.add(0, 'cdef class Model(object):') lines.add(1, 'cdef public int idx_sim') lines.add(1, 'cdef public Parameters parameters') lines.add(1, 'cdef public Sequences sequences') if hasattr(self.model, 'numconsts'): lines.add(1, 'cdef public NumConsts numconsts') if hasattr(self.model, 'numvars'): lines.add(1, 'cdef public NumVars numvars') return lines
python
def modeldeclarations(self): """Attribute declarations of the model class.""" lines = Lines() lines.add(0, '@cython.final') lines.add(0, 'cdef class Model(object):') lines.add(1, 'cdef public int idx_sim') lines.add(1, 'cdef public Parameters parameters') lines.add(1, 'cdef public Sequences sequences') if hasattr(self.model, 'numconsts'): lines.add(1, 'cdef public NumConsts numconsts') if hasattr(self.model, 'numvars'): lines.add(1, 'cdef public NumVars numvars') return lines
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Attribute declarations of the model class.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L639-L651
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.modelstandardfunctions
def modelstandardfunctions(self): """Standard functions of the model class.""" lines = Lines() lines.extend(self.doit) lines.extend(self.iofunctions) lines.extend(self.new2old) lines.extend(self.run) lines.extend(self.update_inlets) lines.extend(self.update_outlets) lines.extend(self.update_receivers) lines.extend(self.update_senders) return lines
python
def modelstandardfunctions(self): """Standard functions of the model class.""" lines = Lines() lines.extend(self.doit) lines.extend(self.iofunctions) lines.extend(self.new2old) lines.extend(self.run) lines.extend(self.update_inlets) lines.extend(self.update_outlets) lines.extend(self.update_receivers) lines.extend(self.update_senders) return lines
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Standard functions of the model class.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L654-L665
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.modelnumericfunctions
def modelnumericfunctions(self): """Numerical functions of the model class.""" lines = Lines() lines.extend(self.solve) lines.extend(self.calculate_single_terms) lines.extend(self.calculate_full_terms) lines.extend(self.get_point_states) lines.extend(self.set_point_states) lines.extend(self.set_result_states) lines.extend(self.get_sum_fluxes) lines.extend(self.set_point_fluxes) lines.extend(self.set_result_fluxes) lines.extend(self.integrate_fluxes) lines.extend(self.reset_sum_fluxes) lines.extend(self.addup_fluxes) lines.extend(self.calculate_error) lines.extend(self.extrapolate_error) return lines
python
def modelnumericfunctions(self): """Numerical functions of the model class.""" lines = Lines() lines.extend(self.solve) lines.extend(self.calculate_single_terms) lines.extend(self.calculate_full_terms) lines.extend(self.get_point_states) lines.extend(self.set_point_states) lines.extend(self.set_result_states) lines.extend(self.get_sum_fluxes) lines.extend(self.set_point_fluxes) lines.extend(self.set_result_fluxes) lines.extend(self.integrate_fluxes) lines.extend(self.reset_sum_fluxes) lines.extend(self.addup_fluxes) lines.extend(self.calculate_error) lines.extend(self.extrapolate_error) return lines
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Numerical functions of the model class.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L668-L685
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.doit
def doit(self): """Do (most of) it function of the model class.""" print(' . doit') lines = Lines() lines.add(1, 'cpdef inline void doit(self, int idx) %s:' % _nogil) lines.add(2, 'self.idx_sim = idx') if getattr(self.model.sequences, 'inputs', None) is not None: lines.add(2, 'self.load_data()') if self.model.INLET_METHODS: lines.add(2, 'self.update_inlets()') if hasattr(self.model, 'solve'): lines.add(2, 'self.solve()') else: lines.add(2, 'self.run()') if getattr(self.model.sequences, 'states', None) is not None: lines.add(2, 'self.new2old()') if self.model.OUTLET_METHODS: lines.add(2, 'self.update_outlets()') return lines
python
def doit(self): """Do (most of) it function of the model class.""" print(' . doit') lines = Lines() lines.add(1, 'cpdef inline void doit(self, int idx) %s:' % _nogil) lines.add(2, 'self.idx_sim = idx') if getattr(self.model.sequences, 'inputs', None) is not None: lines.add(2, 'self.load_data()') if self.model.INLET_METHODS: lines.add(2, 'self.update_inlets()') if hasattr(self.model, 'solve'): lines.add(2, 'self.solve()') else: lines.add(2, 'self.run()') if getattr(self.model.sequences, 'states', None) is not None: lines.add(2, 'self.new2old()') if self.model.OUTLET_METHODS: lines.add(2, 'self.update_outlets()') return lines
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L688-L706
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.iofunctions
def iofunctions(self): """Input/output functions of the model class.""" lines = Lines() for func in ('open_files', 'close_files', 'load_data', 'save_data'): if ((func == 'load_data') and (getattr(self.model.sequences, 'inputs', None) is None)): continue if ((func == 'save_data') and ((getattr(self.model.sequences, 'fluxes', None) is None) and (getattr(self.model.sequences, 'states', None) is None))): continue print(' . %s' % func) nogil = func in ('load_data', 'save_data') idx_as_arg = func == 'save_data' lines.add(1, method_header( func, nogil=nogil, idx_as_arg=idx_as_arg)) for subseqs in self.model.sequences: if func == 'load_data': applyfuncs = ('inputs',) elif func == 'save_data': applyfuncs = ('fluxes', 'states') else: applyfuncs = ('inputs', 'fluxes', 'states') if subseqs.name in applyfuncs: if func == 'close_files': lines.add(2, 'self.sequences.%s.%s()' % (subseqs.name, func)) else: lines.add(2, 'self.sequences.%s.%s(self.idx_sim)' % (subseqs.name, func)) return lines
python
def iofunctions(self): """Input/output functions of the model class.""" lines = Lines() for func in ('open_files', 'close_files', 'load_data', 'save_data'): if ((func == 'load_data') and (getattr(self.model.sequences, 'inputs', None) is None)): continue if ((func == 'save_data') and ((getattr(self.model.sequences, 'fluxes', None) is None) and (getattr(self.model.sequences, 'states', None) is None))): continue print(' . %s' % func) nogil = func in ('load_data', 'save_data') idx_as_arg = func == 'save_data' lines.add(1, method_header( func, nogil=nogil, idx_as_arg=idx_as_arg)) for subseqs in self.model.sequences: if func == 'load_data': applyfuncs = ('inputs',) elif func == 'save_data': applyfuncs = ('fluxes', 'states') else: applyfuncs = ('inputs', 'fluxes', 'states') if subseqs.name in applyfuncs: if func == 'close_files': lines.add(2, 'self.sequences.%s.%s()' % (subseqs.name, func)) else: lines.add(2, 'self.sequences.%s.%s(self.idx_sim)' % (subseqs.name, func)) return lines
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Input/output functions of the model class.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L709-L739
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.calculate_single_terms
def calculate_single_terms(self): """Lines of model method with the same name.""" lines = self._call_methods('calculate_single_terms', self.model.PART_ODE_METHODS) if lines: lines.insert(1, (' self.numvars.nmb_calls =' 'self.numvars.nmb_calls+1')) return lines
python
def calculate_single_terms(self): """Lines of model method with the same name.""" lines = self._call_methods('calculate_single_terms', self.model.PART_ODE_METHODS) if lines: lines.insert(1, (' self.numvars.nmb_calls =' 'self.numvars.nmb_calls+1')) return lines
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Lines of model method with the same name.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L818-L825
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
PyxWriter.listofmodeluserfunctions
def listofmodeluserfunctions(self): """User functions of the model class.""" lines = [] for (name, member) in vars(self.model.__class__).items(): if (inspect.isfunction(member) and (name not in ('run', 'new2old')) and ('fastaccess' in inspect.getsource(member))): lines.append((name, member)) run = vars(self.model.__class__).get('run') if run is not None: lines.append(('run', run)) for (name, member) in vars(self.model).items(): if (inspect.ismethod(member) and ('fastaccess' in inspect.getsource(member))): lines.append((name, member)) return lines
python
def listofmodeluserfunctions(self): """User functions of the model class.""" lines = [] for (name, member) in vars(self.model.__class__).items(): if (inspect.isfunction(member) and (name not in ('run', 'new2old')) and ('fastaccess' in inspect.getsource(member))): lines.append((name, member)) run = vars(self.model.__class__).get('run') if run is not None: lines.append(('run', run)) for (name, member) in vars(self.model).items(): if (inspect.ismethod(member) and ('fastaccess' in inspect.getsource(member))): lines.append((name, member)) return lines
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L834-L849
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
FuncConverter.cleanlines
def cleanlines(self): """Cleaned code lines. Implemented cleanups: * eventually remove method version * remove docstrings * remove comments * remove empty lines * remove line brackes within brackets * replace `modelutils` with nothing * remove complete lines containing `fastaccess` * replace shortcuts with complete references """ code = inspect.getsource(self.func) code = '\n'.join(code.split('"""')[::2]) code = code.replace('modelutils.', '') for (name, shortcut) in zip(self.collectornames, self.collectorshortcuts): code = code.replace('%s.' % shortcut, 'self.%s.' % name) code = self.remove_linebreaks_within_equations(code) lines = code.splitlines() self.remove_imath_operators(lines) lines[0] = 'def %s(self):' % self.funcname lines = [l.split('#')[0] for l in lines] lines = [l for l in lines if 'fastaccess' not in l] lines = [l.rstrip() for l in lines if l.rstrip()] return Lines(*lines)
python
def cleanlines(self): """Cleaned code lines. Implemented cleanups: * eventually remove method version * remove docstrings * remove comments * remove empty lines * remove line brackes within brackets * replace `modelutils` with nothing * remove complete lines containing `fastaccess` * replace shortcuts with complete references """ code = inspect.getsource(self.func) code = '\n'.join(code.split('"""')[::2]) code = code.replace('modelutils.', '') for (name, shortcut) in zip(self.collectornames, self.collectorshortcuts): code = code.replace('%s.' % shortcut, 'self.%s.' % name) code = self.remove_linebreaks_within_equations(code) lines = code.splitlines() self.remove_imath_operators(lines) lines[0] = 'def %s(self):' % self.funcname lines = [l.split('#')[0] for l in lines] lines = [l for l in lines if 'fastaccess' not in l] lines = [l.rstrip() for l in lines if l.rstrip()] return Lines(*lines)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L1142-L1168
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
FuncConverter.remove_linebreaks_within_equations
def remove_linebreaks_within_equations(code): r"""Remove line breaks within equations. This is not a exhaustive test, but shows how the method works: >>> code = 'asdf = \\\n(a\n+b)' >>> from hydpy.cythons.modelutils import FuncConverter >>> FuncConverter.remove_linebreaks_within_equations(code) 'asdf = (a+b)' """ code = code.replace('\\\n', '') chars = [] counter = 0 for char in code: if char in ('(', '[', '{'): counter += 1 elif char in (')', ']', '}'): counter -= 1 if not (counter and (char == '\n')): chars.append(char) return ''.join(chars)
python
def remove_linebreaks_within_equations(code): r"""Remove line breaks within equations. This is not a exhaustive test, but shows how the method works: >>> code = 'asdf = \\\n(a\n+b)' >>> from hydpy.cythons.modelutils import FuncConverter >>> FuncConverter.remove_linebreaks_within_equations(code) 'asdf = (a+b)' """ code = code.replace('\\\n', '') chars = [] counter = 0 for char in code: if char in ('(', '[', '{'): counter += 1 elif char in (')', ']', '}'): counter -= 1 if not (counter and (char == '\n')): chars.append(char) return ''.join(chars)
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r"""Remove line breaks within equations. This is not a exhaustive test, but shows how the method works: >>> code = 'asdf = \\\n(a\n+b)' >>> from hydpy.cythons.modelutils import FuncConverter >>> FuncConverter.remove_linebreaks_within_equations(code) 'asdf = (a+b)'
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L1171-L1191
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
FuncConverter.remove_imath_operators
def remove_imath_operators(lines): """Remove mathematical expressions that require Pythons global interpreter locking mechanism. This is not a exhaustive test, but shows how the method works: >>> lines = [' x += 1*1'] >>> from hydpy.cythons.modelutils import FuncConverter >>> FuncConverter.remove_imath_operators(lines) >>> lines [' x = x + (1*1)'] """ for idx, line in enumerate(lines): for operator in ('+=', '-=', '**=', '*=', '//=', '/=', '%='): sublines = line.split(operator) if len(sublines) > 1: indent = line.count(' ') - line.lstrip().count(' ') sublines = [sl.strip() for sl in sublines] line = ('%s%s = %s %s (%s)' % (indent*' ', sublines[0], sublines[0], operator[:-1], sublines[1])) lines[idx] = line
python
def remove_imath_operators(lines): """Remove mathematical expressions that require Pythons global interpreter locking mechanism. This is not a exhaustive test, but shows how the method works: >>> lines = [' x += 1*1'] >>> from hydpy.cythons.modelutils import FuncConverter >>> FuncConverter.remove_imath_operators(lines) >>> lines [' x = x + (1*1)'] """ for idx, line in enumerate(lines): for operator in ('+=', '-=', '**=', '*=', '//=', '/=', '%='): sublines = line.split(operator) if len(sublines) > 1: indent = line.count(' ') - line.lstrip().count(' ') sublines = [sl.strip() for sl in sublines] line = ('%s%s = %s %s (%s)' % (indent*' ', sublines[0], sublines[0], operator[:-1], sublines[1])) lines[idx] = line
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L1194-L1215
hydpy-dev/hydpy
hydpy/cythons/modelutils.py
FuncConverter.pyxlines
def pyxlines(self): """Cython code lines. Assumptions: * Function shall be a method * Method shall be inlined * Method returns nothing * Method arguments are of type `int` (except self) * Local variables are generally of type `int` but of type `double` when their name starts with `d_` """ lines = [' '+line for line in self.cleanlines] lines[0] = lines[0].replace('def ', 'cpdef inline void ') lines[0] = lines[0].replace('):', ') %s:' % _nogil) for name in self.untypedarguments: lines[0] = lines[0].replace(', %s ' % name, ', int %s ' % name) lines[0] = lines[0].replace(', %s)' % name, ', int %s)' % name) for name in self.untypedinternalvarnames: if name.startswith('d_'): lines.insert(1, ' cdef double ' + name) else: lines.insert(1, ' cdef int ' + name) return Lines(*lines)
python
def pyxlines(self): """Cython code lines. Assumptions: * Function shall be a method * Method shall be inlined * Method returns nothing * Method arguments are of type `int` (except self) * Local variables are generally of type `int` but of type `double` when their name starts with `d_` """ lines = [' '+line for line in self.cleanlines] lines[0] = lines[0].replace('def ', 'cpdef inline void ') lines[0] = lines[0].replace('):', ') %s:' % _nogil) for name in self.untypedarguments: lines[0] = lines[0].replace(', %s ' % name, ', int %s ' % name) lines[0] = lines[0].replace(', %s)' % name, ', int %s)' % name) for name in self.untypedinternalvarnames: if name.startswith('d_'): lines.insert(1, ' cdef double ' + name) else: lines.insert(1, ' cdef int ' + name) return Lines(*lines)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/cythons/modelutils.py#L1218-L1240
hydpy-dev/hydpy
hydpy/auxs/smoothtools.py
calc_smoothpar_logistic2
def calc_smoothpar_logistic2(metapar): """Return the smoothing parameter corresponding to the given meta parameter when using |smooth_logistic2|. Calculate the smoothing parameter value corresponding the meta parameter value 2.5: >>> from hydpy.auxs.smoothtools import calc_smoothpar_logistic2 >>> smoothpar = calc_smoothpar_logistic2(2.5) Using this smoothing parameter value, the output of function |smooth_logistic2| differs by 1 % from the related `true` discontinuous step function for the input values -2.5 and 2.5 (which are located at a distance of 2.5 from the position of the discontinuity): >>> from hydpy.cythons import smoothutils >>> from hydpy import round_ >>> round_(smoothutils.smooth_logistic2(-2.5, smoothpar)) 0.01 >>> round_(smoothutils.smooth_logistic2(2.5, smoothpar)) 2.51 For zero or negative meta parameter values, a zero smoothing parameter value is returned: >>> round_(calc_smoothpar_logistic2(0.0)) 0.0 >>> round_(calc_smoothpar_logistic2(-1.0)) 0.0 """ if metapar <= 0.: return 0. return optimize.newton(_error_smoothpar_logistic2, .3 * metapar**.84, _smooth_logistic2_derivative, args=(metapar,))
python
def calc_smoothpar_logistic2(metapar): """Return the smoothing parameter corresponding to the given meta parameter when using |smooth_logistic2|. Calculate the smoothing parameter value corresponding the meta parameter value 2.5: >>> from hydpy.auxs.smoothtools import calc_smoothpar_logistic2 >>> smoothpar = calc_smoothpar_logistic2(2.5) Using this smoothing parameter value, the output of function |smooth_logistic2| differs by 1 % from the related `true` discontinuous step function for the input values -2.5 and 2.5 (which are located at a distance of 2.5 from the position of the discontinuity): >>> from hydpy.cythons import smoothutils >>> from hydpy import round_ >>> round_(smoothutils.smooth_logistic2(-2.5, smoothpar)) 0.01 >>> round_(smoothutils.smooth_logistic2(2.5, smoothpar)) 2.51 For zero or negative meta parameter values, a zero smoothing parameter value is returned: >>> round_(calc_smoothpar_logistic2(0.0)) 0.0 >>> round_(calc_smoothpar_logistic2(-1.0)) 0.0 """ if metapar <= 0.: return 0. return optimize.newton(_error_smoothpar_logistic2, .3 * metapar**.84, _smooth_logistic2_derivative, args=(metapar,))
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Return the smoothing parameter corresponding to the given meta parameter when using |smooth_logistic2|. Calculate the smoothing parameter value corresponding the meta parameter value 2.5: >>> from hydpy.auxs.smoothtools import calc_smoothpar_logistic2 >>> smoothpar = calc_smoothpar_logistic2(2.5) Using this smoothing parameter value, the output of function |smooth_logistic2| differs by 1 % from the related `true` discontinuous step function for the input values -2.5 and 2.5 (which are located at a distance of 2.5 from the position of the discontinuity): >>> from hydpy.cythons import smoothutils >>> from hydpy import round_ >>> round_(smoothutils.smooth_logistic2(-2.5, smoothpar)) 0.01 >>> round_(smoothutils.smooth_logistic2(2.5, smoothpar)) 2.51 For zero or negative meta parameter values, a zero smoothing parameter value is returned: >>> round_(calc_smoothpar_logistic2(0.0)) 0.0 >>> round_(calc_smoothpar_logistic2(-1.0)) 0.0
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/auxs/smoothtools.py#L78-L114
hydpy-dev/hydpy
hydpy/core/timetools.py
Date.from_array
def from_array(cls, array): """Return a |Date| instance based on date information (year, month, day, hour, minute, second) stored as the first entries of the successive rows of a |numpy.ndarray|. >>> from hydpy import Date >>> import numpy >>> array1d = numpy.array([1992, 10, 8, 15, 15, 42, 999]) >>> Date.from_array(array1d) Date('1992-10-08 15:15:42') >>> array3d = numpy.zeros((7, 2, 2)) >>> array3d[:, 0, 0] = array1d >>> Date.from_array(array3d) Date('1992-10-08 15:15:42') .. note:: The date defined by the given |numpy.ndarray| cannot include any time zone information and corresponds to |Options.utcoffset|, which defaults to UTC+01:00. """ intarray = numpy.array(array, dtype=int) for dummy in range(1, array.ndim): intarray = intarray[:, 0] return cls(datetime.datetime(*intarray[:6]))
python
def from_array(cls, array): """Return a |Date| instance based on date information (year, month, day, hour, minute, second) stored as the first entries of the successive rows of a |numpy.ndarray|. >>> from hydpy import Date >>> import numpy >>> array1d = numpy.array([1992, 10, 8, 15, 15, 42, 999]) >>> Date.from_array(array1d) Date('1992-10-08 15:15:42') >>> array3d = numpy.zeros((7, 2, 2)) >>> array3d[:, 0, 0] = array1d >>> Date.from_array(array3d) Date('1992-10-08 15:15:42') .. note:: The date defined by the given |numpy.ndarray| cannot include any time zone information and corresponds to |Options.utcoffset|, which defaults to UTC+01:00. """ intarray = numpy.array(array, dtype=int) for dummy in range(1, array.ndim): intarray = intarray[:, 0] return cls(datetime.datetime(*intarray[:6]))
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Return a |Date| instance based on date information (year, month, day, hour, minute, second) stored as the first entries of the successive rows of a |numpy.ndarray|. >>> from hydpy import Date >>> import numpy >>> array1d = numpy.array([1992, 10, 8, 15, 15, 42, 999]) >>> Date.from_array(array1d) Date('1992-10-08 15:15:42') >>> array3d = numpy.zeros((7, 2, 2)) >>> array3d[:, 0, 0] = array1d >>> Date.from_array(array3d) Date('1992-10-08 15:15:42') .. note:: The date defined by the given |numpy.ndarray| cannot include any time zone information and corresponds to |Options.utcoffset|, which defaults to UTC+01:00.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L256-L281
hydpy-dev/hydpy
hydpy/core/timetools.py
Date.to_array
def to_array(self): """Return a 1-dimensional |numpy| |numpy.ndarray| with six entries defining the actual date (year, month, day, hour, minute, second). >>> from hydpy import Date >>> Date('1992-10-8 15:15:42').to_array() array([ 1992., 10., 8., 15., 15., 42.]) .. note:: The date defined by the returned |numpy.ndarray| does not include any time zone information and corresponds to |Options.utcoffset|, which defaults to UTC+01:00. """ return numpy.array([self.year, self.month, self.day, self.hour, self.minute, self.second], dtype=float)
python
def to_array(self): """Return a 1-dimensional |numpy| |numpy.ndarray| with six entries defining the actual date (year, month, day, hour, minute, second). >>> from hydpy import Date >>> Date('1992-10-8 15:15:42').to_array() array([ 1992., 10., 8., 15., 15., 42.]) .. note:: The date defined by the returned |numpy.ndarray| does not include any time zone information and corresponds to |Options.utcoffset|, which defaults to UTC+01:00. """ return numpy.array([self.year, self.month, self.day, self.hour, self.minute, self.second], dtype=float)
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Return a 1-dimensional |numpy| |numpy.ndarray| with six entries defining the actual date (year, month, day, hour, minute, second). >>> from hydpy import Date >>> Date('1992-10-8 15:15:42').to_array() array([ 1992., 10., 8., 15., 15., 42.]) .. note:: The date defined by the returned |numpy.ndarray| does not include any time zone information and corresponds to |Options.utcoffset|, which defaults to UTC+01:00.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L283-L298
hydpy-dev/hydpy
hydpy/core/timetools.py
Date.from_cfunits
def from_cfunits(cls, units) -> 'Date': """Return a |Date| object representing the reference date of the given `units` string agreeing with the NetCDF-CF conventions. The following example string is taken from the `Time Coordinate`_ chapter of the NetCDF-CF conventions documentation (modified). Note that the first entry (the unit) is ignored: >>> from hydpy import Date >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42 -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits(' day since 1992-10-8 15:15:00') Date('1992-10-08 15:15:00') >>> Date.from_cfunits('seconds since 1992-10-8 -6:00') Date('1992-10-08 07:00:00') >>> Date.from_cfunits('m since 1992-10-8') Date('1992-10-08 00:00:00') Without modification, when "0" is included as the decimal fractions of a second, the example string from `Time Coordinate`_ can also be passed. However, fractions different from "0" result in an error: >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.') Date('1992-10-08 15:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.00') Date('1992-10-08 15:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42. -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.0 -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.005 -6:00') Traceback (most recent call last): ... ValueError: While trying to parse the date of the NetCDF-CF "units" \ string `seconds since 1992-10-8 15:15:42.005 -6:00`, the following error \ occurred: No other decimal fraction of a second than "0" allowed. """ try: string = units[units.find('since')+6:] idx = string.find('.') if idx != -1: jdx = None for jdx, char in enumerate(string[idx+1:]): if not char.isnumeric(): break if char != '0': raise ValueError( 'No other decimal fraction of a second ' 'than "0" allowed.') else: if jdx is None: jdx = idx+1 else: jdx += 1 string = f'{string[:idx]}{string[idx+jdx+1:]}' return cls(string) except BaseException: objecttools.augment_excmessage( f'While trying to parse the date of the NetCDF-CF "units" ' f'string `{units}`')
python
def from_cfunits(cls, units) -> 'Date': """Return a |Date| object representing the reference date of the given `units` string agreeing with the NetCDF-CF conventions. The following example string is taken from the `Time Coordinate`_ chapter of the NetCDF-CF conventions documentation (modified). Note that the first entry (the unit) is ignored: >>> from hydpy import Date >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42 -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits(' day since 1992-10-8 15:15:00') Date('1992-10-08 15:15:00') >>> Date.from_cfunits('seconds since 1992-10-8 -6:00') Date('1992-10-08 07:00:00') >>> Date.from_cfunits('m since 1992-10-8') Date('1992-10-08 00:00:00') Without modification, when "0" is included as the decimal fractions of a second, the example string from `Time Coordinate`_ can also be passed. However, fractions different from "0" result in an error: >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.') Date('1992-10-08 15:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.00') Date('1992-10-08 15:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42. -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.0 -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.005 -6:00') Traceback (most recent call last): ... ValueError: While trying to parse the date of the NetCDF-CF "units" \ string `seconds since 1992-10-8 15:15:42.005 -6:00`, the following error \ occurred: No other decimal fraction of a second than "0" allowed. """ try: string = units[units.find('since')+6:] idx = string.find('.') if idx != -1: jdx = None for jdx, char in enumerate(string[idx+1:]): if not char.isnumeric(): break if char != '0': raise ValueError( 'No other decimal fraction of a second ' 'than "0" allowed.') else: if jdx is None: jdx = idx+1 else: jdx += 1 string = f'{string[:idx]}{string[idx+jdx+1:]}' return cls(string) except BaseException: objecttools.augment_excmessage( f'While trying to parse the date of the NetCDF-CF "units" ' f'string `{units}`')
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Return a |Date| object representing the reference date of the given `units` string agreeing with the NetCDF-CF conventions. The following example string is taken from the `Time Coordinate`_ chapter of the NetCDF-CF conventions documentation (modified). Note that the first entry (the unit) is ignored: >>> from hydpy import Date >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42 -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits(' day since 1992-10-8 15:15:00') Date('1992-10-08 15:15:00') >>> Date.from_cfunits('seconds since 1992-10-8 -6:00') Date('1992-10-08 07:00:00') >>> Date.from_cfunits('m since 1992-10-8') Date('1992-10-08 00:00:00') Without modification, when "0" is included as the decimal fractions of a second, the example string from `Time Coordinate`_ can also be passed. However, fractions different from "0" result in an error: >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.') Date('1992-10-08 15:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.00') Date('1992-10-08 15:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42. -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.0 -6:00') Date('1992-10-08 22:15:42') >>> Date.from_cfunits('seconds since 1992-10-8 15:15:42.005 -6:00') Traceback (most recent call last): ... ValueError: While trying to parse the date of the NetCDF-CF "units" \ string `seconds since 1992-10-8 15:15:42.005 -6:00`, the following error \ occurred: No other decimal fraction of a second than "0" allowed.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L301-L361
hydpy-dev/hydpy
hydpy/core/timetools.py
Date.to_cfunits
def to_cfunits(self, unit='hours', utcoffset=None): """Return a `units` string agreeing with the NetCDF-CF conventions. By default, |Date.to_cfunits| takes `hours` as time unit, and the the actual value of |Options.utcoffset| as time zone information: >>> from hydpy import Date >>> date = Date('1992-10-08 15:15:42') >>> date.to_cfunits() 'hours since 1992-10-08 15:15:42 +01:00' Other time units are allowed (no checks are performed, so select something useful): >>> date.to_cfunits(unit='minutes') 'minutes since 1992-10-08 15:15:42 +01:00' For changing the time zone, pass the corresponding offset in minutes: >>> date.to_cfunits(unit='sec', utcoffset=-60) 'sec since 1992-10-08 13:15:42 -01:00' """ if utcoffset is None: utcoffset = hydpy.pub.options.utcoffset string = self.to_string('iso2', utcoffset) string = ' '.join((string[:-6], string[-6:])) return f'{unit} since {string}'
python
def to_cfunits(self, unit='hours', utcoffset=None): """Return a `units` string agreeing with the NetCDF-CF conventions. By default, |Date.to_cfunits| takes `hours` as time unit, and the the actual value of |Options.utcoffset| as time zone information: >>> from hydpy import Date >>> date = Date('1992-10-08 15:15:42') >>> date.to_cfunits() 'hours since 1992-10-08 15:15:42 +01:00' Other time units are allowed (no checks are performed, so select something useful): >>> date.to_cfunits(unit='minutes') 'minutes since 1992-10-08 15:15:42 +01:00' For changing the time zone, pass the corresponding offset in minutes: >>> date.to_cfunits(unit='sec', utcoffset=-60) 'sec since 1992-10-08 13:15:42 -01:00' """ if utcoffset is None: utcoffset = hydpy.pub.options.utcoffset string = self.to_string('iso2', utcoffset) string = ' '.join((string[:-6], string[-6:])) return f'{unit} since {string}'
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Return a `units` string agreeing with the NetCDF-CF conventions. By default, |Date.to_cfunits| takes `hours` as time unit, and the the actual value of |Options.utcoffset| as time zone information: >>> from hydpy import Date >>> date = Date('1992-10-08 15:15:42') >>> date.to_cfunits() 'hours since 1992-10-08 15:15:42 +01:00' Other time units are allowed (no checks are performed, so select something useful): >>> date.to_cfunits(unit='minutes') 'minutes since 1992-10-08 15:15:42 +01:00' For changing the time zone, pass the corresponding offset in minutes: >>> date.to_cfunits(unit='sec', utcoffset=-60) 'sec since 1992-10-08 13:15:42 -01:00'
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L363-L389
hydpy-dev/hydpy
hydpy/core/timetools.py
Date._set_thing
def _set_thing(self, thing, value): """Convenience method for `_set_year`, `_set_month`...""" try: value = int(value) except (TypeError, ValueError): raise TypeError( f'Changing the {thing} of a `Date` instance is only ' f'allowed via numbers, but the given value `{value}` ' f'is of type `{type(value)}` instead.') kwargs = {} for unit in ('year', 'month', 'day', 'hour', 'minute', 'second'): kwargs[unit] = getattr(self, unit) kwargs[thing] = value self.datetime = datetime.datetime(**kwargs)
python
def _set_thing(self, thing, value): """Convenience method for `_set_year`, `_set_month`...""" try: value = int(value) except (TypeError, ValueError): raise TypeError( f'Changing the {thing} of a `Date` instance is only ' f'allowed via numbers, but the given value `{value}` ' f'is of type `{type(value)}` instead.') kwargs = {} for unit in ('year', 'month', 'day', 'hour', 'minute', 'second'): kwargs[unit] = getattr(self, unit) kwargs[thing] = value self.datetime = datetime.datetime(**kwargs)
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Convenience method for `_set_year`, `_set_month`...
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L455-L468
hydpy-dev/hydpy
hydpy/core/timetools.py
Date.wateryear
def wateryear(self): """The actual hydrological year according to the selected reference month. The reference mont reference |Date.refmonth| defaults to November: >>> october = Date('1996.10.01') >>> november = Date('1996.11.01') >>> october.wateryear 1996 >>> november.wateryear 1997 Note that changing |Date.refmonth| affects all |Date| objects: >>> october.refmonth = 10 >>> october.wateryear 1997 >>> november.wateryear 1997 >>> october.refmonth = 'November' >>> october.wateryear 1996 >>> november.wateryear 1997 """ if self.month < self._firstmonth_wateryear: return self.year return self.year + 1
python
def wateryear(self): """The actual hydrological year according to the selected reference month. The reference mont reference |Date.refmonth| defaults to November: >>> october = Date('1996.10.01') >>> november = Date('1996.11.01') >>> october.wateryear 1996 >>> november.wateryear 1997 Note that changing |Date.refmonth| affects all |Date| objects: >>> october.refmonth = 10 >>> october.wateryear 1997 >>> november.wateryear 1997 >>> october.refmonth = 'November' >>> october.wateryear 1996 >>> november.wateryear 1997 """ if self.month < self._firstmonth_wateryear: return self.year return self.year + 1
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The actual hydrological year according to the selected reference month. The reference mont reference |Date.refmonth| defaults to November: >>> october = Date('1996.10.01') >>> november = Date('1996.11.01') >>> october.wateryear 1996 >>> november.wateryear 1997 Note that changing |Date.refmonth| affects all |Date| objects: >>> october.refmonth = 10 >>> october.wateryear 1997 >>> november.wateryear 1997 >>> october.refmonth = 'November' >>> october.wateryear 1996 >>> november.wateryear 1997
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L582-L610
hydpy-dev/hydpy
hydpy/core/timetools.py
Date.to_string
def to_string(self, style=None, utcoffset=None): """Return a |str| object representing the actual date in accordance with the given style and the eventually given UTC offset (in minutes). Without any input arguments, the actual |Date.style| is used to return a date string in your local time zone: >>> from hydpy import Date >>> date = Date('01.11.1997 00:00:00') >>> date.to_string() '01.11.1997 00:00:00' Passing a style string affects the returned |str| object, but not the |Date.style| property: >>> date.style 'din1' >>> date.to_string(style='iso2') '1997-11-01 00:00:00' >>> date.style 'din1' When passing the `utcoffset` in minutes, the offset string is appended: >>> date.to_string(style='iso2', utcoffset=60) '1997-11-01 00:00:00+01:00' If the given offset does not correspond to your local offset defined by |Options.utcoffset| (which defaults to UTC+01:00), the date string is adapted: >>> date.to_string(style='iso1', utcoffset=0) '1997-10-31T23:00:00+00:00' """ if not style: style = self.style if utcoffset is None: string = '' date = self.datetime else: sign = '+' if utcoffset >= 0 else '-' hours = abs(utcoffset // 60) minutes = abs(utcoffset % 60) string = f'{sign}{hours:02d}:{minutes:02d}' offset = utcoffset-hydpy.pub.options.utcoffset date = self.datetime + datetime.timedelta(minutes=offset) return date.strftime(self._formatstrings[style]) + string
python
def to_string(self, style=None, utcoffset=None): """Return a |str| object representing the actual date in accordance with the given style and the eventually given UTC offset (in minutes). Without any input arguments, the actual |Date.style| is used to return a date string in your local time zone: >>> from hydpy import Date >>> date = Date('01.11.1997 00:00:00') >>> date.to_string() '01.11.1997 00:00:00' Passing a style string affects the returned |str| object, but not the |Date.style| property: >>> date.style 'din1' >>> date.to_string(style='iso2') '1997-11-01 00:00:00' >>> date.style 'din1' When passing the `utcoffset` in minutes, the offset string is appended: >>> date.to_string(style='iso2', utcoffset=60) '1997-11-01 00:00:00+01:00' If the given offset does not correspond to your local offset defined by |Options.utcoffset| (which defaults to UTC+01:00), the date string is adapted: >>> date.to_string(style='iso1', utcoffset=0) '1997-10-31T23:00:00+00:00' """ if not style: style = self.style if utcoffset is None: string = '' date = self.datetime else: sign = '+' if utcoffset >= 0 else '-' hours = abs(utcoffset // 60) minutes = abs(utcoffset % 60) string = f'{sign}{hours:02d}:{minutes:02d}' offset = utcoffset-hydpy.pub.options.utcoffset date = self.datetime + datetime.timedelta(minutes=offset) return date.strftime(self._formatstrings[style]) + string
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Return a |str| object representing the actual date in accordance with the given style and the eventually given UTC offset (in minutes). Without any input arguments, the actual |Date.style| is used to return a date string in your local time zone: >>> from hydpy import Date >>> date = Date('01.11.1997 00:00:00') >>> date.to_string() '01.11.1997 00:00:00' Passing a style string affects the returned |str| object, but not the |Date.style| property: >>> date.style 'din1' >>> date.to_string(style='iso2') '1997-11-01 00:00:00' >>> date.style 'din1' When passing the `utcoffset` in minutes, the offset string is appended: >>> date.to_string(style='iso2', utcoffset=60) '1997-11-01 00:00:00+01:00' If the given offset does not correspond to your local offset defined by |Options.utcoffset| (which defaults to UTC+01:00), the date string is adapted: >>> date.to_string(style='iso1', utcoffset=0) '1997-10-31T23:00:00+00:00'
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L686-L734
hydpy-dev/hydpy
hydpy/core/timetools.py
Period.fromseconds
def fromseconds(cls, seconds): """Return a |Period| instance based on a given number of seconds.""" try: seconds = int(seconds) except TypeError: seconds = int(seconds.flatten()[0]) return cls(datetime.timedelta(0, int(seconds)))
python
def fromseconds(cls, seconds): """Return a |Period| instance based on a given number of seconds.""" try: seconds = int(seconds) except TypeError: seconds = int(seconds.flatten()[0]) return cls(datetime.timedelta(0, int(seconds)))
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Return a |Period| instance based on a given number of seconds.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L945-L951
hydpy-dev/hydpy
hydpy/core/timetools.py
Period._guessunit
def _guessunit(self): """Guess the unit of the period as the largest one, which results in an integer duration. """ if not self.days % 1: return 'd' elif not self.hours % 1: return 'h' elif not self.minutes % 1: return 'm' elif not self.seconds % 1: return 's' else: raise ValueError( 'The stepsize is not a multiple of one ' 'second, which is not allowed.')
python
def _guessunit(self): """Guess the unit of the period as the largest one, which results in an integer duration. """ if not self.days % 1: return 'd' elif not self.hours % 1: return 'h' elif not self.minutes % 1: return 'm' elif not self.seconds % 1: return 's' else: raise ValueError( 'The stepsize is not a multiple of one ' 'second, which is not allowed.')
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Guess the unit of the period as the largest one, which results in an integer duration.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L972-L987
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrid.from_array
def from_array(cls, array): """Returns a |Timegrid| instance based on two date and one period information stored in the first 13 rows of a |numpy.ndarray| object. """ try: return cls(Date.from_array(array[:6]), Date.from_array(array[6:12]), Period.fromseconds(array[12])) except IndexError: raise IndexError( f'To define a Timegrid instance via an array, 13 ' f'numbers are required. However, the given array ' f'consist of {len(array)} entries/rows only.')
python
def from_array(cls, array): """Returns a |Timegrid| instance based on two date and one period information stored in the first 13 rows of a |numpy.ndarray| object. """ try: return cls(Date.from_array(array[:6]), Date.from_array(array[6:12]), Period.fromseconds(array[12])) except IndexError: raise IndexError( f'To define a Timegrid instance via an array, 13 ' f'numbers are required. However, the given array ' f'consist of {len(array)} entries/rows only.')
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Returns a |Timegrid| instance based on two date and one period information stored in the first 13 rows of a |numpy.ndarray| object.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1285-L1297
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrid.to_array
def to_array(self): """Returns a 1-dimensional |numpy| |numpy.ndarray| with thirteen entries first defining the start date, secondly defining the end date and thirdly the step size in seconds. """ values = numpy.empty(13, dtype=float) values[:6] = self.firstdate.to_array() values[6:12] = self.lastdate.to_array() values[12] = self.stepsize.seconds return values
python
def to_array(self): """Returns a 1-dimensional |numpy| |numpy.ndarray| with thirteen entries first defining the start date, secondly defining the end date and thirdly the step size in seconds. """ values = numpy.empty(13, dtype=float) values[:6] = self.firstdate.to_array() values[6:12] = self.lastdate.to_array() values[12] = self.stepsize.seconds return values
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Returns a 1-dimensional |numpy| |numpy.ndarray| with thirteen entries first defining the start date, secondly defining the end date and thirdly the step size in seconds.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1299-L1308
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrid.from_timepoints
def from_timepoints(cls, timepoints, refdate, unit='hours'): """Return a |Timegrid| object representing the given starting `timepoints` in relation to the given `refdate`. The following examples identical with the ones of |Timegrid.to_timepoints| but reversed. At least two given time points must be increasing and equidistant. By default, they are assumed in hours since the given reference date: >>> from hydpy import Timegrid >>> Timegrid.from_timepoints( ... [0.0, 6.0, 12.0, 18.0], '01.01.2000') Timegrid('01.01.2000 00:00:00', '02.01.2000 00:00:00', '6h') >>> Timegrid.from_timepoints( ... [24.0, 30.0, 36.0, 42.0], '1999-12-31') Timegrid('2000-01-01 00:00:00', '2000-01-02 00:00:00', '6h') Other time units (`days` or `min`) must be passed explicitely (only the first character counts): >>> Timegrid.from_timepoints( ... [0.0, 0.25, 0.5, 0.75], '01.01.2000', unit='d') Timegrid('01.01.2000 00:00:00', '02.01.2000 00:00:00', '6h') >>> Timegrid.from_timepoints( ... [1.0, 1.25, 1.5, 1.75], '1999-12-31', unit='day') Timegrid('2000-01-01 00:00:00', '2000-01-02 00:00:00', '6h') """ refdate = Date(refdate) unit = Period.from_cfunits(unit) delta = timepoints[1]-timepoints[0] firstdate = refdate+timepoints[0]*unit lastdate = refdate+(timepoints[-1]+delta)*unit stepsize = (lastdate-firstdate)/len(timepoints) return cls(firstdate, lastdate, stepsize)
python
def from_timepoints(cls, timepoints, refdate, unit='hours'): """Return a |Timegrid| object representing the given starting `timepoints` in relation to the given `refdate`. The following examples identical with the ones of |Timegrid.to_timepoints| but reversed. At least two given time points must be increasing and equidistant. By default, they are assumed in hours since the given reference date: >>> from hydpy import Timegrid >>> Timegrid.from_timepoints( ... [0.0, 6.0, 12.0, 18.0], '01.01.2000') Timegrid('01.01.2000 00:00:00', '02.01.2000 00:00:00', '6h') >>> Timegrid.from_timepoints( ... [24.0, 30.0, 36.0, 42.0], '1999-12-31') Timegrid('2000-01-01 00:00:00', '2000-01-02 00:00:00', '6h') Other time units (`days` or `min`) must be passed explicitely (only the first character counts): >>> Timegrid.from_timepoints( ... [0.0, 0.25, 0.5, 0.75], '01.01.2000', unit='d') Timegrid('01.01.2000 00:00:00', '02.01.2000 00:00:00', '6h') >>> Timegrid.from_timepoints( ... [1.0, 1.25, 1.5, 1.75], '1999-12-31', unit='day') Timegrid('2000-01-01 00:00:00', '2000-01-02 00:00:00', '6h') """ refdate = Date(refdate) unit = Period.from_cfunits(unit) delta = timepoints[1]-timepoints[0] firstdate = refdate+timepoints[0]*unit lastdate = refdate+(timepoints[-1]+delta)*unit stepsize = (lastdate-firstdate)/len(timepoints) return cls(firstdate, lastdate, stepsize)
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Return a |Timegrid| object representing the given starting `timepoints` in relation to the given `refdate`. The following examples identical with the ones of |Timegrid.to_timepoints| but reversed. At least two given time points must be increasing and equidistant. By default, they are assumed in hours since the given reference date: >>> from hydpy import Timegrid >>> Timegrid.from_timepoints( ... [0.0, 6.0, 12.0, 18.0], '01.01.2000') Timegrid('01.01.2000 00:00:00', '02.01.2000 00:00:00', '6h') >>> Timegrid.from_timepoints( ... [24.0, 30.0, 36.0, 42.0], '1999-12-31') Timegrid('2000-01-01 00:00:00', '2000-01-02 00:00:00', '6h') Other time units (`days` or `min`) must be passed explicitely (only the first character counts): >>> Timegrid.from_timepoints( ... [0.0, 0.25, 0.5, 0.75], '01.01.2000', unit='d') Timegrid('01.01.2000 00:00:00', '02.01.2000 00:00:00', '6h') >>> Timegrid.from_timepoints( ... [1.0, 1.25, 1.5, 1.75], '1999-12-31', unit='day') Timegrid('2000-01-01 00:00:00', '2000-01-02 00:00:00', '6h')
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1311-L1354
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrid.to_timepoints
def to_timepoints(self, unit='hours', offset=None): """Return an |numpy.ndarray| representing the starting time points of the |Timegrid| object. The following examples identical with the ones of |Timegrid.from_timepoints| but reversed. By default, the time points are given in hours: >>> from hydpy import Timegrid >>> timegrid = Timegrid('2000-01-01', '2000-01-02', '6h') >>> timegrid.to_timepoints() array([ 0., 6., 12., 18.]) Other time units (`days` or `min`) can be defined (only the first character counts): >>> timegrid.to_timepoints(unit='d') array([ 0. , 0.25, 0.5 , 0.75]) Additionally, one can pass an `offset` that must be of type |int| or an valid |Period| initialization argument: >>> timegrid.to_timepoints(offset=24) array([ 24., 30., 36., 42.]) >>> timegrid.to_timepoints(offset='1d') array([ 24., 30., 36., 42.]) >>> timegrid.to_timepoints(unit='day', offset='1d') array([ 1. , 1.25, 1.5 , 1.75]) """ unit = Period.from_cfunits(unit) if offset is None: offset = 0. else: try: offset = Period(offset)/unit except TypeError: offset = offset step = self.stepsize/unit nmb = len(self) variable = numpy.linspace(offset, offset+step*(nmb-1), nmb) return variable
python
def to_timepoints(self, unit='hours', offset=None): """Return an |numpy.ndarray| representing the starting time points of the |Timegrid| object. The following examples identical with the ones of |Timegrid.from_timepoints| but reversed. By default, the time points are given in hours: >>> from hydpy import Timegrid >>> timegrid = Timegrid('2000-01-01', '2000-01-02', '6h') >>> timegrid.to_timepoints() array([ 0., 6., 12., 18.]) Other time units (`days` or `min`) can be defined (only the first character counts): >>> timegrid.to_timepoints(unit='d') array([ 0. , 0.25, 0.5 , 0.75]) Additionally, one can pass an `offset` that must be of type |int| or an valid |Period| initialization argument: >>> timegrid.to_timepoints(offset=24) array([ 24., 30., 36., 42.]) >>> timegrid.to_timepoints(offset='1d') array([ 24., 30., 36., 42.]) >>> timegrid.to_timepoints(unit='day', offset='1d') array([ 1. , 1.25, 1.5 , 1.75]) """ unit = Period.from_cfunits(unit) if offset is None: offset = 0. else: try: offset = Period(offset)/unit except TypeError: offset = offset step = self.stepsize/unit nmb = len(self) variable = numpy.linspace(offset, offset+step*(nmb-1), nmb) return variable
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Return an |numpy.ndarray| representing the starting time points of the |Timegrid| object. The following examples identical with the ones of |Timegrid.from_timepoints| but reversed. By default, the time points are given in hours: >>> from hydpy import Timegrid >>> timegrid = Timegrid('2000-01-01', '2000-01-02', '6h') >>> timegrid.to_timepoints() array([ 0., 6., 12., 18.]) Other time units (`days` or `min`) can be defined (only the first character counts): >>> timegrid.to_timepoints(unit='d') array([ 0. , 0.25, 0.5 , 0.75]) Additionally, one can pass an `offset` that must be of type |int| or an valid |Period| initialization argument: >>> timegrid.to_timepoints(offset=24) array([ 24., 30., 36., 42.]) >>> timegrid.to_timepoints(offset='1d') array([ 24., 30., 36., 42.]) >>> timegrid.to_timepoints(unit='day', offset='1d') array([ 1. , 1.25, 1.5 , 1.75])
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1356-L1397
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrid.array2series
def array2series(self, array): """Prefix the information of the actual Timegrid object to the given array and return it. The Timegrid information is stored in the first thirteen values of the first axis of the returned series. Initialize a Timegrid object and apply its `array2series` method on a simple list containing numbers: >>> from hydpy import Timegrid >>> timegrid = Timegrid('2000-11-01 00:00', '2000-11-01 04:00', '1h') >>> series = timegrid.array2series([1, 2, 3.5, '5.0']) The first six entries contain the first date of the timegrid (year, month, day, hour, minute, second): >>> from hydpy import round_ >>> round_(series[:6]) 2000.0, 11.0, 1.0, 0.0, 0.0, 0.0 The six subsequent entries contain the last date: >>> round_(series[6:12]) 2000.0, 11.0, 1.0, 4.0, 0.0, 0.0 The thirteens value is the step size in seconds: >>> round_(series[12]) 3600.0 The last four value are the ones of the given vector: >>> round_(series[-4:]) 1.0, 2.0, 3.5, 5.0 The given array can have an arbitrary number of dimensions: >>> import numpy >>> array = numpy.eye(4) >>> series = timegrid.array2series(array) Now the timegrid information is stored in the first column: >>> round_(series[:13, 0]) 2000.0, 11.0, 1.0, 0.0, 0.0, 0.0, 2000.0, 11.0, 1.0, 4.0, 0.0, 0.0, \ 3600.0 All other columns of the first thirteen rows contain nan values, e.g.: >>> round_(series[12, :]) 3600.0, nan, nan, nan The original values are stored in the last four rows, e.g.: >>> round_(series[13, :]) 1.0, 0.0, 0.0, 0.0 Inappropriate array objects result in error messages like: >>> timegrid.array2series([[1, 2], [3]]) Traceback (most recent call last): ... ValueError: While trying to prefix timegrid information to the given \ array, the following error occurred: setting an array element with a sequence. If the given array does not fit to the defined timegrid, a special error message is returned: >>> timegrid.array2series([[1, 2], [3, 4]]) Traceback (most recent call last): ... ValueError: When converting an array to a sequence, the lengths of \ the timegrid and the given array must be equal, but the length of the \ timegrid object is `4` and the length of the array object is `2`. """ try: array = numpy.array(array, dtype=float) except BaseException: objecttools.augment_excmessage( 'While trying to prefix timegrid information to the ' 'given array') if len(array) != len(self): raise ValueError( f'When converting an array to a sequence, the lengths of the ' f'timegrid and the given array must be equal, but the length ' f'of the timegrid object is `{len(self)}` and the length of ' f'the array object is `{len(array)}`.') shape = list(array.shape) shape[0] += 13 series = numpy.full(shape, numpy.nan) slices = [slice(0, 13)] subshape = [13] for dummy in range(1, series.ndim): slices.append(slice(0, 1)) subshape.append(1) series[tuple(slices)] = self.to_array().reshape(subshape) series[13:] = array return series
python
def array2series(self, array): """Prefix the information of the actual Timegrid object to the given array and return it. The Timegrid information is stored in the first thirteen values of the first axis of the returned series. Initialize a Timegrid object and apply its `array2series` method on a simple list containing numbers: >>> from hydpy import Timegrid >>> timegrid = Timegrid('2000-11-01 00:00', '2000-11-01 04:00', '1h') >>> series = timegrid.array2series([1, 2, 3.5, '5.0']) The first six entries contain the first date of the timegrid (year, month, day, hour, minute, second): >>> from hydpy import round_ >>> round_(series[:6]) 2000.0, 11.0, 1.0, 0.0, 0.0, 0.0 The six subsequent entries contain the last date: >>> round_(series[6:12]) 2000.0, 11.0, 1.0, 4.0, 0.0, 0.0 The thirteens value is the step size in seconds: >>> round_(series[12]) 3600.0 The last four value are the ones of the given vector: >>> round_(series[-4:]) 1.0, 2.0, 3.5, 5.0 The given array can have an arbitrary number of dimensions: >>> import numpy >>> array = numpy.eye(4) >>> series = timegrid.array2series(array) Now the timegrid information is stored in the first column: >>> round_(series[:13, 0]) 2000.0, 11.0, 1.0, 0.0, 0.0, 0.0, 2000.0, 11.0, 1.0, 4.0, 0.0, 0.0, \ 3600.0 All other columns of the first thirteen rows contain nan values, e.g.: >>> round_(series[12, :]) 3600.0, nan, nan, nan The original values are stored in the last four rows, e.g.: >>> round_(series[13, :]) 1.0, 0.0, 0.0, 0.0 Inappropriate array objects result in error messages like: >>> timegrid.array2series([[1, 2], [3]]) Traceback (most recent call last): ... ValueError: While trying to prefix timegrid information to the given \ array, the following error occurred: setting an array element with a sequence. If the given array does not fit to the defined timegrid, a special error message is returned: >>> timegrid.array2series([[1, 2], [3, 4]]) Traceback (most recent call last): ... ValueError: When converting an array to a sequence, the lengths of \ the timegrid and the given array must be equal, but the length of the \ timegrid object is `4` and the length of the array object is `2`. """ try: array = numpy.array(array, dtype=float) except BaseException: objecttools.augment_excmessage( 'While trying to prefix timegrid information to the ' 'given array') if len(array) != len(self): raise ValueError( f'When converting an array to a sequence, the lengths of the ' f'timegrid and the given array must be equal, but the length ' f'of the timegrid object is `{len(self)}` and the length of ' f'the array object is `{len(array)}`.') shape = list(array.shape) shape[0] += 13 series = numpy.full(shape, numpy.nan) slices = [slice(0, 13)] subshape = [13] for dummy in range(1, series.ndim): slices.append(slice(0, 1)) subshape.append(1) series[tuple(slices)] = self.to_array().reshape(subshape) series[13:] = array return series
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1399-L1496
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrid.verify
def verify(self): """Raise an |ValueError| if the dates or the step size of the time frame are inconsistent. """ if self.firstdate >= self.lastdate: raise ValueError( f'Unplausible timegrid. The first given date ' f'{self.firstdate}, the second given date is {self.lastdate}.') if (self.lastdate-self.firstdate) % self.stepsize: raise ValueError( f'Unplausible timegrid. The period span between the given ' f'dates {self.firstdate} and {self.lastdate} is not ' f'a multiple of the given step size {self.stepsize}.')
python
def verify(self): """Raise an |ValueError| if the dates or the step size of the time frame are inconsistent. """ if self.firstdate >= self.lastdate: raise ValueError( f'Unplausible timegrid. The first given date ' f'{self.firstdate}, the second given date is {self.lastdate}.') if (self.lastdate-self.firstdate) % self.stepsize: raise ValueError( f'Unplausible timegrid. The period span between the given ' f'dates {self.firstdate} and {self.lastdate} is not ' f'a multiple of the given step size {self.stepsize}.')
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Raise an |ValueError| if the dates or the step size of the time frame are inconsistent.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1498-L1510
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrid.assignrepr
def assignrepr(self, prefix, style=None, utcoffset=None): """Return a |repr| string with an prefixed assignement. Without option arguments given, printing the returned string looks like: >>> from hydpy import Timegrid >>> timegrid = Timegrid('1996-11-01 00:00:00', ... '1997-11-01 00:00:00', ... '1d') >>> print(timegrid.assignrepr(prefix='timegrid = ')) timegrid = Timegrid('1996-11-01 00:00:00', '1997-11-01 00:00:00', '1d') The optional arguments are passed to method |Date.to_repr| without any modifications: >>> print(timegrid.assignrepr( ... prefix='', style='iso1', utcoffset=120)) Timegrid('1996-11-01T01:00:00+02:00', '1997-11-01T01:00:00+02:00', '1d') """ skip = len(prefix) + 9 blanks = ' ' * skip return (f"{prefix}Timegrid('" f"{self.firstdate.to_string(style, utcoffset)}',\n" f"{blanks}'{self.lastdate.to_string(style, utcoffset)}',\n" f"{blanks}'{str(self.stepsize)}')")
python
def assignrepr(self, prefix, style=None, utcoffset=None): """Return a |repr| string with an prefixed assignement. Without option arguments given, printing the returned string looks like: >>> from hydpy import Timegrid >>> timegrid = Timegrid('1996-11-01 00:00:00', ... '1997-11-01 00:00:00', ... '1d') >>> print(timegrid.assignrepr(prefix='timegrid = ')) timegrid = Timegrid('1996-11-01 00:00:00', '1997-11-01 00:00:00', '1d') The optional arguments are passed to method |Date.to_repr| without any modifications: >>> print(timegrid.assignrepr( ... prefix='', style='iso1', utcoffset=120)) Timegrid('1996-11-01T01:00:00+02:00', '1997-11-01T01:00:00+02:00', '1d') """ skip = len(prefix) + 9 blanks = ' ' * skip return (f"{prefix}Timegrid('" f"{self.firstdate.to_string(style, utcoffset)}',\n" f"{blanks}'{self.lastdate.to_string(style, utcoffset)}',\n" f"{blanks}'{str(self.stepsize)}')")
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Return a |repr| string with an prefixed assignement. Without option arguments given, printing the returned string looks like: >>> from hydpy import Timegrid >>> timegrid = Timegrid('1996-11-01 00:00:00', ... '1997-11-01 00:00:00', ... '1d') >>> print(timegrid.assignrepr(prefix='timegrid = ')) timegrid = Timegrid('1996-11-01 00:00:00', '1997-11-01 00:00:00', '1d') The optional arguments are passed to method |Date.to_repr| without any modifications: >>> print(timegrid.assignrepr( ... prefix='', style='iso1', utcoffset=120)) Timegrid('1996-11-01T01:00:00+02:00', '1997-11-01T01:00:00+02:00', '1d')
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1562-L1591
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrids.verify
def verify(self): """Raise an |ValueError| it the different time grids are inconsistent.""" self.init.verify() self.sim.verify() if self.init.firstdate > self.sim.firstdate: raise ValueError( f'The first date of the initialisation period ' f'({self.init.firstdate}) must not be later ' f'than the first date of the simulation period ' f'({self.sim.firstdate}).') elif self.init.lastdate < self.sim.lastdate: raise ValueError( f'The last date of the initialisation period ' f'({self.init.lastdate}) must not be earlier ' f'than the last date of the simulation period ' f'({self.sim.lastdate}).') elif self.init.stepsize != self.sim.stepsize: raise ValueError( f'The initialization stepsize ({self.init.stepsize}) ' f'must be identical with the simulation stepsize ' f'({self.sim.stepsize}).') else: try: self.init[self.sim.firstdate] except ValueError: raise ValueError( 'The simulation time grid is not properly ' 'alligned on the initialization time grid.')
python
def verify(self): """Raise an |ValueError| it the different time grids are inconsistent.""" self.init.verify() self.sim.verify() if self.init.firstdate > self.sim.firstdate: raise ValueError( f'The first date of the initialisation period ' f'({self.init.firstdate}) must not be later ' f'than the first date of the simulation period ' f'({self.sim.firstdate}).') elif self.init.lastdate < self.sim.lastdate: raise ValueError( f'The last date of the initialisation period ' f'({self.init.lastdate}) must not be earlier ' f'than the last date of the simulation period ' f'({self.sim.lastdate}).') elif self.init.stepsize != self.sim.stepsize: raise ValueError( f'The initialization stepsize ({self.init.stepsize}) ' f'must be identical with the simulation stepsize ' f'({self.sim.stepsize}).') else: try: self.init[self.sim.firstdate] except ValueError: raise ValueError( 'The simulation time grid is not properly ' 'alligned on the initialization time grid.')
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Raise an |ValueError| it the different time grids are inconsistent.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1786-L1814
hydpy-dev/hydpy
hydpy/core/timetools.py
Timegrids.assignrepr
def assignrepr(self, prefix): """Return a |repr| string with a prefixed assignment.""" caller = 'Timegrids(' blanks = ' ' * (len(prefix) + len(caller)) prefix = f'{prefix}{caller}' lines = [f'{self.init.assignrepr(prefix)},'] if self.sim != self.init: lines.append(f'{self.sim.assignrepr(blanks)},') lines[-1] = lines[-1][:-1] + ')' return '\n'.join(lines)
python
def assignrepr(self, prefix): """Return a |repr| string with a prefixed assignment.""" caller = 'Timegrids(' blanks = ' ' * (len(prefix) + len(caller)) prefix = f'{prefix}{caller}' lines = [f'{self.init.assignrepr(prefix)},'] if self.sim != self.init: lines.append(f'{self.sim.assignrepr(blanks)},') lines[-1] = lines[-1][:-1] + ')' return '\n'.join(lines)
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Return a |repr| string with a prefixed assignment.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L1847-L1856
hydpy-dev/hydpy
hydpy/core/timetools.py
TOY.seconds_passed
def seconds_passed(self): """Amount of time passed in seconds since the beginning of the year. In the first example, the year is only one minute and thirty seconds old: >>> from hydpy.core.timetools import TOY >>> TOY('1_1_0_1_30').seconds_passed 90 The second example shows that the 29th February is generally included: >>> TOY('3').seconds_passed 5184000 """ return int((Date(self).datetime - self._STARTDATE.datetime).total_seconds())
python
def seconds_passed(self): """Amount of time passed in seconds since the beginning of the year. In the first example, the year is only one minute and thirty seconds old: >>> from hydpy.core.timetools import TOY >>> TOY('1_1_0_1_30').seconds_passed 90 The second example shows that the 29th February is generally included: >>> TOY('3').seconds_passed 5184000 """ return int((Date(self).datetime - self._STARTDATE.datetime).total_seconds())
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Amount of time passed in seconds since the beginning of the year. In the first example, the year is only one minute and thirty seconds old: >>> from hydpy.core.timetools import TOY >>> TOY('1_1_0_1_30').seconds_passed 90 The second example shows that the 29th February is generally included: >>> TOY('3').seconds_passed 5184000
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L2080-L2096
hydpy-dev/hydpy
hydpy/core/timetools.py
TOY.seconds_left
def seconds_left(self): """Remaining part of the year in seconds. In the first example, only one minute and thirty seconds of the year remain: >>> from hydpy.core.timetools import TOY >>> TOY('12_31_23_58_30').seconds_left 90 The second example shows that the 29th February is generally included: >>> TOY('2').seconds_left 28944000 """ return int((self._ENDDATE.datetime - Date(self).datetime).total_seconds())
python
def seconds_left(self): """Remaining part of the year in seconds. In the first example, only one minute and thirty seconds of the year remain: >>> from hydpy.core.timetools import TOY >>> TOY('12_31_23_58_30').seconds_left 90 The second example shows that the 29th February is generally included: >>> TOY('2').seconds_left 28944000 """ return int((self._ENDDATE.datetime - Date(self).datetime).total_seconds())
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Remaining part of the year in seconds. In the first example, only one minute and thirty seconds of the year remain: >>> from hydpy.core.timetools import TOY >>> TOY('12_31_23_58_30').seconds_left 90 The second example shows that the 29th February is generally included: >>> TOY('2').seconds_left 28944000
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L2099-L2115
hydpy-dev/hydpy
hydpy/core/timetools.py
TOY.centred_timegrid
def centred_timegrid(cls, simulationstep): """Return a |Timegrid| object defining the central time points of the year 2000 for the given simulation step. >>> from hydpy.core.timetools import TOY >>> TOY.centred_timegrid('1d') Timegrid('2000-01-01 12:00:00', '2001-01-01 12:00:00', '1d') """ simulationstep = Period(simulationstep) return Timegrid( cls._STARTDATE+simulationstep/2, cls._ENDDATE+simulationstep/2, simulationstep)
python
def centred_timegrid(cls, simulationstep): """Return a |Timegrid| object defining the central time points of the year 2000 for the given simulation step. >>> from hydpy.core.timetools import TOY >>> TOY.centred_timegrid('1d') Timegrid('2000-01-01 12:00:00', '2001-01-01 12:00:00', '1d') """ simulationstep = Period(simulationstep) return Timegrid( cls._STARTDATE+simulationstep/2, cls._ENDDATE+simulationstep/2, simulationstep)
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Return a |Timegrid| object defining the central time points of the year 2000 for the given simulation step. >>> from hydpy.core.timetools import TOY >>> TOY.centred_timegrid('1d') Timegrid('2000-01-01 12:00:00', '2001-01-01 12:00:00', '1d')
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/timetools.py#L2118-L2132
hydpy-dev/hydpy
hydpy/core/objecttools.py
dir_
def dir_(self): """The prefered way for HydPy objects to respond to |dir|. Note the depencence on the `pub.options.dirverbose`. If this option is set `True`, all attributes and methods of the given instance and its class (including those inherited from the parent classes) are returned: >>> from hydpy import pub >>> pub.options.dirverbose = True >>> from hydpy.core.objecttools import dir_ >>> class Test(object): ... only_public_attribute = None >>> print(len(dir_(Test())) > 1) # Long list, try it yourself... True If the option is set to `False`, only the `public` attributes and methods (which do need begin with `_`) are returned: >>> pub.options.dirverbose = False >>> print(dir_(Test())) # Short list with one single entry... ['only_public_attribute'] If none of those does exists, |dir_| returns a list with a single string containing a single empty space (which seems to work better for most IDEs than returning an emtpy list): >>> del Test.only_public_attribute >>> print(dir_(Test())) [' '] """ names = set() for thing in list(inspect.getmro(type(self))) + [self]: for key in vars(thing).keys(): if hydpy.pub.options.dirverbose or not key.startswith('_'): names.add(key) if names: names = list(names) else: names = [' '] return names
python
def dir_(self): """The prefered way for HydPy objects to respond to |dir|. Note the depencence on the `pub.options.dirverbose`. If this option is set `True`, all attributes and methods of the given instance and its class (including those inherited from the parent classes) are returned: >>> from hydpy import pub >>> pub.options.dirverbose = True >>> from hydpy.core.objecttools import dir_ >>> class Test(object): ... only_public_attribute = None >>> print(len(dir_(Test())) > 1) # Long list, try it yourself... True If the option is set to `False`, only the `public` attributes and methods (which do need begin with `_`) are returned: >>> pub.options.dirverbose = False >>> print(dir_(Test())) # Short list with one single entry... ['only_public_attribute'] If none of those does exists, |dir_| returns a list with a single string containing a single empty space (which seems to work better for most IDEs than returning an emtpy list): >>> del Test.only_public_attribute >>> print(dir_(Test())) [' '] """ names = set() for thing in list(inspect.getmro(type(self))) + [self]: for key in vars(thing).keys(): if hydpy.pub.options.dirverbose or not key.startswith('_'): names.add(key) if names: names = list(names) else: names = [' '] return names
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The prefered way for HydPy objects to respond to |dir|. Note the depencence on the `pub.options.dirverbose`. If this option is set `True`, all attributes and methods of the given instance and its class (including those inherited from the parent classes) are returned: >>> from hydpy import pub >>> pub.options.dirverbose = True >>> from hydpy.core.objecttools import dir_ >>> class Test(object): ... only_public_attribute = None >>> print(len(dir_(Test())) > 1) # Long list, try it yourself... True If the option is set to `False`, only the `public` attributes and methods (which do need begin with `_`) are returned: >>> pub.options.dirverbose = False >>> print(dir_(Test())) # Short list with one single entry... ['only_public_attribute'] If none of those does exists, |dir_| returns a list with a single string containing a single empty space (which seems to work better for most IDEs than returning an emtpy list): >>> del Test.only_public_attribute >>> print(dir_(Test())) [' ']
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L20-L59
hydpy-dev/hydpy
hydpy/core/objecttools.py
classname
def classname(self): """Return the class name of the given instance object or class. >>> from hydpy.core.objecttools import classname >>> from hydpy import pub >>> print(classname(float)) float >>> print(classname(pub.options)) Options """ if inspect.isclass(self): string = str(self) else: string = str(type(self)) try: string = string.split("'")[1] except IndexError: pass return string.split('.')[-1]
python
def classname(self): """Return the class name of the given instance object or class. >>> from hydpy.core.objecttools import classname >>> from hydpy import pub >>> print(classname(float)) float >>> print(classname(pub.options)) Options """ if inspect.isclass(self): string = str(self) else: string = str(type(self)) try: string = string.split("'")[1] except IndexError: pass return string.split('.')[-1]
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Return the class name of the given instance object or class. >>> from hydpy.core.objecttools import classname >>> from hydpy import pub >>> print(classname(float)) float >>> print(classname(pub.options)) Options
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L62-L80
hydpy-dev/hydpy
hydpy/core/objecttools.py
name
def name(self): """Name of the class of the given instance in lower case letters. This function is thought to be implemented as a property. Otherwise it would violate the principle not to access or manipulate private attributes ("_name"): >>> from hydpy.core.objecttools import name >>> class Test(object): ... name = property(name) >>> test1 = Test() >>> test1.name 'test' >>> test1._name 'test' The private attribute is added for performance reasons only. Note that it is a class attribute: >>> test2 = Test() >>> test2._name 'test' """ cls = type(self) try: return cls.__dict__['_name'] except KeyError: setattr(cls, '_name', instancename(self)) return cls.__dict__['_name']
python
def name(self): """Name of the class of the given instance in lower case letters. This function is thought to be implemented as a property. Otherwise it would violate the principle not to access or manipulate private attributes ("_name"): >>> from hydpy.core.objecttools import name >>> class Test(object): ... name = property(name) >>> test1 = Test() >>> test1.name 'test' >>> test1._name 'test' The private attribute is added for performance reasons only. Note that it is a class attribute: >>> test2 = Test() >>> test2._name 'test' """ cls = type(self) try: return cls.__dict__['_name'] except KeyError: setattr(cls, '_name', instancename(self)) return cls.__dict__['_name']
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Name of the class of the given instance in lower case letters. This function is thought to be implemented as a property. Otherwise it would violate the principle not to access or manipulate private attributes ("_name"): >>> from hydpy.core.objecttools import name >>> class Test(object): ... name = property(name) >>> test1 = Test() >>> test1.name 'test' >>> test1._name 'test' The private attribute is added for performance reasons only. Note that it is a class attribute: >>> test2 = Test() >>> test2._name 'test'
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L109-L137
hydpy-dev/hydpy
hydpy/core/objecttools.py
valid_variable_identifier
def valid_variable_identifier(string): """Raises an |ValueError| if the given name is not a valid Python identifier. For example, the string `test_1` (with underscore) is valid... >>> from hydpy.core.objecttools import valid_variable_identifier >>> valid_variable_identifier('test_1') ...but the string `test 1` (with white space) is not: >>> valid_variable_identifier('test 1') Traceback (most recent call last): ... ValueError: The given name string `test 1` does not define a valid \ variable identifier. Valid identifiers do not contain characters like \ `-` or empty spaces, do not start with numbers, cannot be mistaken with \ Python built-ins like `for`...) Also, names of Python built ins are not allowed: >>> valid_variable_identifier('print') # doctest: +ELLIPSIS Traceback (most recent call last): ... ValueError: The given name string `print` does not define... """ string = str(string) try: exec('%s = None' % string) if string in dir(builtins): raise SyntaxError() except SyntaxError: raise ValueError( 'The given name string `%s` does not define a valid variable ' 'identifier. Valid identifiers do not contain characters like ' '`-` or empty spaces, do not start with numbers, cannot be ' 'mistaken with Python built-ins like `for`...)' % string)
python
def valid_variable_identifier(string): """Raises an |ValueError| if the given name is not a valid Python identifier. For example, the string `test_1` (with underscore) is valid... >>> from hydpy.core.objecttools import valid_variable_identifier >>> valid_variable_identifier('test_1') ...but the string `test 1` (with white space) is not: >>> valid_variable_identifier('test 1') Traceback (most recent call last): ... ValueError: The given name string `test 1` does not define a valid \ variable identifier. Valid identifiers do not contain characters like \ `-` or empty spaces, do not start with numbers, cannot be mistaken with \ Python built-ins like `for`...) Also, names of Python built ins are not allowed: >>> valid_variable_identifier('print') # doctest: +ELLIPSIS Traceback (most recent call last): ... ValueError: The given name string `print` does not define... """ string = str(string) try: exec('%s = None' % string) if string in dir(builtins): raise SyntaxError() except SyntaxError: raise ValueError( 'The given name string `%s` does not define a valid variable ' 'identifier. Valid identifiers do not contain characters like ' '`-` or empty spaces, do not start with numbers, cannot be ' 'mistaken with Python built-ins like `for`...)' % string)
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Raises an |ValueError| if the given name is not a valid Python identifier. For example, the string `test_1` (with underscore) is valid... >>> from hydpy.core.objecttools import valid_variable_identifier >>> valid_variable_identifier('test_1') ...but the string `test 1` (with white space) is not: >>> valid_variable_identifier('test 1') Traceback (most recent call last): ... ValueError: The given name string `test 1` does not define a valid \ variable identifier. Valid identifiers do not contain characters like \ `-` or empty spaces, do not start with numbers, cannot be mistaken with \ Python built-ins like `for`...) Also, names of Python built ins are not allowed: >>> valid_variable_identifier('print') # doctest: +ELLIPSIS Traceback (most recent call last): ... ValueError: The given name string `print` does not define...
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L272-L309
hydpy-dev/hydpy
hydpy/core/objecttools.py
augment_excmessage
def augment_excmessage(prefix=None, suffix=None) -> NoReturn: """Augment an exception message with additional information while keeping the original traceback. You can prefix and/or suffix text. If you prefix something (which happens much more often in the HydPy framework), the sub-clause ', the following error occurred:' is automatically included: >>> from hydpy.core import objecttools >>> import textwrap >>> try: ... 1 + '1' ... except BaseException: ... prefix = 'While showing how prefixing works' ... suffix = '(This is a final remark.)' ... objecttools.augment_excmessage(prefix, suffix) Traceback (most recent call last): ... TypeError: While showing how prefixing works, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'str' \ (This is a final remark.) Some exceptions derived by site-packages do not support exception chaining due to requiring multiple initialisation arguments. In such cases, |augment_excmessage| generates an exception with the same name on the fly and raises it afterwards, which is pointed out by the exception name mentioning to the "objecttools" module: >>> class WrongError(BaseException): ... def __init__(self, arg1, arg2): ... pass >>> try: ... raise WrongError('info 1', 'info 2') ... except BaseException: ... objecttools.augment_excmessage( ... 'While showing how prefixing works') Traceback (most recent call last): ... hydpy.core.objecttools.hydpy.core.objecttools.WrongError: While showing \ how prefixing works, the following error occurred: ('info 1', 'info 2') """ exc_old = sys.exc_info()[1] message = str(exc_old) if prefix is not None: message = f'{prefix}, the following error occurred: {message}' if suffix is not None: message = f'{message} {suffix}' try: exc_new = type(exc_old)(message) except BaseException: exc_name = str(type(exc_old)).split("'")[1] exc_type = type(exc_name, (BaseException,), {}) exc_type.__module = exc_old.__module__ raise exc_type(message) from exc_old raise exc_new from exc_old
python
def augment_excmessage(prefix=None, suffix=None) -> NoReturn: """Augment an exception message with additional information while keeping the original traceback. You can prefix and/or suffix text. If you prefix something (which happens much more often in the HydPy framework), the sub-clause ', the following error occurred:' is automatically included: >>> from hydpy.core import objecttools >>> import textwrap >>> try: ... 1 + '1' ... except BaseException: ... prefix = 'While showing how prefixing works' ... suffix = '(This is a final remark.)' ... objecttools.augment_excmessage(prefix, suffix) Traceback (most recent call last): ... TypeError: While showing how prefixing works, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'str' \ (This is a final remark.) Some exceptions derived by site-packages do not support exception chaining due to requiring multiple initialisation arguments. In such cases, |augment_excmessage| generates an exception with the same name on the fly and raises it afterwards, which is pointed out by the exception name mentioning to the "objecttools" module: >>> class WrongError(BaseException): ... def __init__(self, arg1, arg2): ... pass >>> try: ... raise WrongError('info 1', 'info 2') ... except BaseException: ... objecttools.augment_excmessage( ... 'While showing how prefixing works') Traceback (most recent call last): ... hydpy.core.objecttools.hydpy.core.objecttools.WrongError: While showing \ how prefixing works, the following error occurred: ('info 1', 'info 2') """ exc_old = sys.exc_info()[1] message = str(exc_old) if prefix is not None: message = f'{prefix}, the following error occurred: {message}' if suffix is not None: message = f'{message} {suffix}' try: exc_new = type(exc_old)(message) except BaseException: exc_name = str(type(exc_old)).split("'")[1] exc_type = type(exc_name, (BaseException,), {}) exc_type.__module = exc_old.__module__ raise exc_type(message) from exc_old raise exc_new from exc_old
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Augment an exception message with additional information while keeping the original traceback. You can prefix and/or suffix text. If you prefix something (which happens much more often in the HydPy framework), the sub-clause ', the following error occurred:' is automatically included: >>> from hydpy.core import objecttools >>> import textwrap >>> try: ... 1 + '1' ... except BaseException: ... prefix = 'While showing how prefixing works' ... suffix = '(This is a final remark.)' ... objecttools.augment_excmessage(prefix, suffix) Traceback (most recent call last): ... TypeError: While showing how prefixing works, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'str' \ (This is a final remark.) Some exceptions derived by site-packages do not support exception chaining due to requiring multiple initialisation arguments. In such cases, |augment_excmessage| generates an exception with the same name on the fly and raises it afterwards, which is pointed out by the exception name mentioning to the "objecttools" module: >>> class WrongError(BaseException): ... def __init__(self, arg1, arg2): ... pass >>> try: ... raise WrongError('info 1', 'info 2') ... except BaseException: ... objecttools.augment_excmessage( ... 'While showing how prefixing works') Traceback (most recent call last): ... hydpy.core.objecttools.hydpy.core.objecttools.WrongError: While showing \ how prefixing works, the following error occurred: ('info 1', 'info 2')
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L312-L366
hydpy-dev/hydpy
hydpy/core/objecttools.py
excmessage_decorator
def excmessage_decorator(description) -> Callable: """Wrap a function with |augment_excmessage|. Function |excmessage_decorator| is a means to apply function |augment_excmessage| more efficiently. Suppose you would apply function |augment_excmessage| in a function that adds and returns to numbers: >>> from hydpy.core import objecttools >>> def add(x, y): ... try: ... return x + y ... except BaseException: ... objecttools.augment_excmessage( ... 'While trying to add `x` and `y`') This works as excepted... >>> add(1, 2) 3 >>> add(1, []) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'list' ...but can be achieved with much less code using |excmessage_decorator|: >>> @objecttools.excmessage_decorator( ... 'add `x` and `y`') ... def add(x, y): ... return x+y >>> add(1, 2) 3 >>> add(1, []) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'list' Additionally, exception messages related to wrong function calls are now also augmented: >>> add(1) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: add() missing 1 required positional argument: 'y' |excmessage_decorator| evaluates the given string like an f-string, allowing to mention the argument values of the called function and to make use of all string modification functions provided by modules |objecttools|: >>> @objecttools.excmessage_decorator( ... 'add `x` ({repr_(x, 2)}) and `y` ({repr_(y, 2)})') ... def add(x, y): ... return x+y >>> add(1.1111, 'wrong') Traceback (most recent call last): ... TypeError: While trying to add `x` (1.11) and `y` (wrong), the following \ error occurred: unsupported operand type(s) for +: 'float' and 'str' >>> add(1) Traceback (most recent call last): ... TypeError: While trying to add `x` (1) and `y` (?), the following error \ occurred: add() missing 1 required positional argument: 'y' >>> add(y=1) Traceback (most recent call last): ... TypeError: While trying to add `x` (?) and `y` (1), the following error \ occurred: add() missing 1 required positional argument: 'x' Apply |excmessage_decorator| on methods also works fine: >>> class Adder: ... def __init__(self): ... self.value = 0 ... @objecttools.excmessage_decorator( ... 'add an instance of class `{classname(self)}` with value ' ... '`{repr_(other, 2)}` of type `{classname(other)}`') ... def __iadd__(self, other): ... self.value += other ... return self >>> adder = Adder() >>> adder += 1 >>> adder.value 1 >>> adder += 'wrong' Traceback (most recent call last): ... TypeError: While trying to add an instance of class `Adder` with value \ `wrong` of type `str`, the following error occurred: unsupported operand \ type(s) for +=: 'int' and 'str' It is made sure that no information of the decorated function is lost: >>> add.__name__ 'add' """ @wrapt.decorator def wrapper(wrapped, instance, args, kwargs): """Apply |augment_excmessage| when the wrapped function fails.""" # pylint: disable=unused-argument try: return wrapped(*args, **kwargs) except BaseException: info = kwargs.copy() info['self'] = instance argnames = inspect.getfullargspec(wrapped).args if argnames[0] == 'self': argnames = argnames[1:] for argname, arg in zip(argnames, args): info[argname] = arg for argname in argnames: if argname not in info: info[argname] = '?' message = eval( f"f'While trying to {description}'", globals(), info) augment_excmessage(message) return wrapper
python
def excmessage_decorator(description) -> Callable: """Wrap a function with |augment_excmessage|. Function |excmessage_decorator| is a means to apply function |augment_excmessage| more efficiently. Suppose you would apply function |augment_excmessage| in a function that adds and returns to numbers: >>> from hydpy.core import objecttools >>> def add(x, y): ... try: ... return x + y ... except BaseException: ... objecttools.augment_excmessage( ... 'While trying to add `x` and `y`') This works as excepted... >>> add(1, 2) 3 >>> add(1, []) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'list' ...but can be achieved with much less code using |excmessage_decorator|: >>> @objecttools.excmessage_decorator( ... 'add `x` and `y`') ... def add(x, y): ... return x+y >>> add(1, 2) 3 >>> add(1, []) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'list' Additionally, exception messages related to wrong function calls are now also augmented: >>> add(1) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: add() missing 1 required positional argument: 'y' |excmessage_decorator| evaluates the given string like an f-string, allowing to mention the argument values of the called function and to make use of all string modification functions provided by modules |objecttools|: >>> @objecttools.excmessage_decorator( ... 'add `x` ({repr_(x, 2)}) and `y` ({repr_(y, 2)})') ... def add(x, y): ... return x+y >>> add(1.1111, 'wrong') Traceback (most recent call last): ... TypeError: While trying to add `x` (1.11) and `y` (wrong), the following \ error occurred: unsupported operand type(s) for +: 'float' and 'str' >>> add(1) Traceback (most recent call last): ... TypeError: While trying to add `x` (1) and `y` (?), the following error \ occurred: add() missing 1 required positional argument: 'y' >>> add(y=1) Traceback (most recent call last): ... TypeError: While trying to add `x` (?) and `y` (1), the following error \ occurred: add() missing 1 required positional argument: 'x' Apply |excmessage_decorator| on methods also works fine: >>> class Adder: ... def __init__(self): ... self.value = 0 ... @objecttools.excmessage_decorator( ... 'add an instance of class `{classname(self)}` with value ' ... '`{repr_(other, 2)}` of type `{classname(other)}`') ... def __iadd__(self, other): ... self.value += other ... return self >>> adder = Adder() >>> adder += 1 >>> adder.value 1 >>> adder += 'wrong' Traceback (most recent call last): ... TypeError: While trying to add an instance of class `Adder` with value \ `wrong` of type `str`, the following error occurred: unsupported operand \ type(s) for +=: 'int' and 'str' It is made sure that no information of the decorated function is lost: >>> add.__name__ 'add' """ @wrapt.decorator def wrapper(wrapped, instance, args, kwargs): """Apply |augment_excmessage| when the wrapped function fails.""" # pylint: disable=unused-argument try: return wrapped(*args, **kwargs) except BaseException: info = kwargs.copy() info['self'] = instance argnames = inspect.getfullargspec(wrapped).args if argnames[0] == 'self': argnames = argnames[1:] for argname, arg in zip(argnames, args): info[argname] = arg for argname in argnames: if argname not in info: info[argname] = '?' message = eval( f"f'While trying to {description}'", globals(), info) augment_excmessage(message) return wrapper
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Wrap a function with |augment_excmessage|. Function |excmessage_decorator| is a means to apply function |augment_excmessage| more efficiently. Suppose you would apply function |augment_excmessage| in a function that adds and returns to numbers: >>> from hydpy.core import objecttools >>> def add(x, y): ... try: ... return x + y ... except BaseException: ... objecttools.augment_excmessage( ... 'While trying to add `x` and `y`') This works as excepted... >>> add(1, 2) 3 >>> add(1, []) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'list' ...but can be achieved with much less code using |excmessage_decorator|: >>> @objecttools.excmessage_decorator( ... 'add `x` and `y`') ... def add(x, y): ... return x+y >>> add(1, 2) 3 >>> add(1, []) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: unsupported operand type(s) for +: 'int' and 'list' Additionally, exception messages related to wrong function calls are now also augmented: >>> add(1) Traceback (most recent call last): ... TypeError: While trying to add `x` and `y`, the following error \ occurred: add() missing 1 required positional argument: 'y' |excmessage_decorator| evaluates the given string like an f-string, allowing to mention the argument values of the called function and to make use of all string modification functions provided by modules |objecttools|: >>> @objecttools.excmessage_decorator( ... 'add `x` ({repr_(x, 2)}) and `y` ({repr_(y, 2)})') ... def add(x, y): ... return x+y >>> add(1.1111, 'wrong') Traceback (most recent call last): ... TypeError: While trying to add `x` (1.11) and `y` (wrong), the following \ error occurred: unsupported operand type(s) for +: 'float' and 'str' >>> add(1) Traceback (most recent call last): ... TypeError: While trying to add `x` (1) and `y` (?), the following error \ occurred: add() missing 1 required positional argument: 'y' >>> add(y=1) Traceback (most recent call last): ... TypeError: While trying to add `x` (?) and `y` (1), the following error \ occurred: add() missing 1 required positional argument: 'x' Apply |excmessage_decorator| on methods also works fine: >>> class Adder: ... def __init__(self): ... self.value = 0 ... @objecttools.excmessage_decorator( ... 'add an instance of class `{classname(self)}` with value ' ... '`{repr_(other, 2)}` of type `{classname(other)}`') ... def __iadd__(self, other): ... self.value += other ... return self >>> adder = Adder() >>> adder += 1 >>> adder.value 1 >>> adder += 'wrong' Traceback (most recent call last): ... TypeError: While trying to add an instance of class `Adder` with value \ `wrong` of type `str`, the following error occurred: unsupported operand \ type(s) for +=: 'int' and 'str' It is made sure that no information of the decorated function is lost: >>> add.__name__ 'add'
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L369-L494
hydpy-dev/hydpy
hydpy/core/objecttools.py
print_values
def print_values(values, width=70): """Print the given values in multiple lines with a certain maximum width. By default, each line contains at most 70 characters: >>> from hydpy import print_values >>> print_values(range(21)) 0, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 You can change this default behaviour by passing an alternative number of characters: >>> print_values(range(21), width=30) 0, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 """ for line in textwrap.wrap(repr_values(values), width=width): print(line)
python
def print_values(values, width=70): """Print the given values in multiple lines with a certain maximum width. By default, each line contains at most 70 characters: >>> from hydpy import print_values >>> print_values(range(21)) 0, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 You can change this default behaviour by passing an alternative number of characters: >>> print_values(range(21), width=30) 0, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 """ for line in textwrap.wrap(repr_values(values), width=width): print(line)
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Print the given values in multiple lines with a certain maximum width. By default, each line contains at most 70 characters: >>> from hydpy import print_values >>> print_values(range(21)) 0, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 You can change this default behaviour by passing an alternative number of characters: >>> print_values(range(21), width=30) 0, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L801-L820
hydpy-dev/hydpy
hydpy/core/objecttools.py
assignrepr_values
def assignrepr_values(values, prefix, width=None, _fakeend=0): """Return a prefixed, wrapped and properly aligned string representation of the given values using function |repr|. >>> from hydpy.core.objecttools import assignrepr_values >>> print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) If no width is given, no wrapping is performed: >>> print(assignrepr_values(range(1, 13), 'test(') + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) To circumvent defining too long string representations, make use of the ellipsis option: >>> from hydpy import pub >>> with pub.options.ellipsis(1): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, ...,12) >>> with pub.options.ellipsis(5): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, ...,8, 9, 10, 11, 12) >>> with pub.options.ellipsis(6): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) """ ellipsis_ = hydpy.pub.options.ellipsis if (ellipsis_ > 0) and (len(values) > 2*ellipsis_): string = (repr_values(values[:ellipsis_]) + ', ...,' + repr_values(values[-ellipsis_:])) else: string = repr_values(values) blanks = ' '*len(prefix) if width is None: wrapped = [string] _fakeend = 0 else: width -= len(prefix) wrapped = textwrap.wrap(string+'_'*_fakeend, width) if not wrapped: wrapped = [''] lines = [] for (idx, line) in enumerate(wrapped): if idx == 0: lines.append('%s%s' % (prefix, line)) else: lines.append('%s%s' % (blanks, line)) string = '\n'.join(lines) return string[:len(string)-_fakeend]
python
def assignrepr_values(values, prefix, width=None, _fakeend=0): """Return a prefixed, wrapped and properly aligned string representation of the given values using function |repr|. >>> from hydpy.core.objecttools import assignrepr_values >>> print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) If no width is given, no wrapping is performed: >>> print(assignrepr_values(range(1, 13), 'test(') + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) To circumvent defining too long string representations, make use of the ellipsis option: >>> from hydpy import pub >>> with pub.options.ellipsis(1): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, ...,12) >>> with pub.options.ellipsis(5): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, ...,8, 9, 10, 11, 12) >>> with pub.options.ellipsis(6): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) """ ellipsis_ = hydpy.pub.options.ellipsis if (ellipsis_ > 0) and (len(values) > 2*ellipsis_): string = (repr_values(values[:ellipsis_]) + ', ...,' + repr_values(values[-ellipsis_:])) else: string = repr_values(values) blanks = ' '*len(prefix) if width is None: wrapped = [string] _fakeend = 0 else: width -= len(prefix) wrapped = textwrap.wrap(string+'_'*_fakeend, width) if not wrapped: wrapped = [''] lines = [] for (idx, line) in enumerate(wrapped): if idx == 0: lines.append('%s%s' % (prefix, line)) else: lines.append('%s%s' % (blanks, line)) string = '\n'.join(lines) return string[:len(string)-_fakeend]
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Return a prefixed, wrapped and properly aligned string representation of the given values using function |repr|. >>> from hydpy.core.objecttools import assignrepr_values >>> print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) If no width is given, no wrapping is performed: >>> print(assignrepr_values(range(1, 13), 'test(') + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12) To circumvent defining too long string representations, make use of the ellipsis option: >>> from hydpy import pub >>> with pub.options.ellipsis(1): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, ...,12) >>> with pub.options.ellipsis(5): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, ...,8, 9, 10, 11, 12) >>> with pub.options.ellipsis(6): ... print(assignrepr_values(range(1, 13), 'test(', 20) + ')') test(1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L871-L930
hydpy-dev/hydpy
hydpy/core/objecttools.py
assignrepr_values2
def assignrepr_values2(values, prefix): """Return a prefixed and properly aligned string representation of the given 2-dimensional value matrix using function |repr|. >>> from hydpy.core.objecttools import assignrepr_values2 >>> import numpy >>> print(assignrepr_values2(numpy.eye(3), 'test(') + ')') test(1.0, 0.0, 0.0, 0.0, 1.0, 0.0, 0.0, 0.0, 1.0) Functions |assignrepr_values2| works also on empty iterables: >>> print(assignrepr_values2([[]], 'test(') + ')') test() """ lines = [] blanks = ' '*len(prefix) for (idx, subvalues) in enumerate(values): if idx == 0: lines.append('%s%s,' % (prefix, repr_values(subvalues))) else: lines.append('%s%s,' % (blanks, repr_values(subvalues))) lines[-1] = lines[-1][:-1] return '\n'.join(lines)
python
def assignrepr_values2(values, prefix): """Return a prefixed and properly aligned string representation of the given 2-dimensional value matrix using function |repr|. >>> from hydpy.core.objecttools import assignrepr_values2 >>> import numpy >>> print(assignrepr_values2(numpy.eye(3), 'test(') + ')') test(1.0, 0.0, 0.0, 0.0, 1.0, 0.0, 0.0, 0.0, 1.0) Functions |assignrepr_values2| works also on empty iterables: >>> print(assignrepr_values2([[]], 'test(') + ')') test() """ lines = [] blanks = ' '*len(prefix) for (idx, subvalues) in enumerate(values): if idx == 0: lines.append('%s%s,' % (prefix, repr_values(subvalues))) else: lines.append('%s%s,' % (blanks, repr_values(subvalues))) lines[-1] = lines[-1][:-1] return '\n'.join(lines)
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Return a prefixed and properly aligned string representation of the given 2-dimensional value matrix using function |repr|. >>> from hydpy.core.objecttools import assignrepr_values2 >>> import numpy >>> print(assignrepr_values2(numpy.eye(3), 'test(') + ')') test(1.0, 0.0, 0.0, 0.0, 1.0, 0.0, 0.0, 0.0, 1.0) Functions |assignrepr_values2| works also on empty iterables: >>> print(assignrepr_values2([[]], 'test(') + ')') test()
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L1050-L1074
hydpy-dev/hydpy
hydpy/core/objecttools.py
_assignrepr_bracketed2
def _assignrepr_bracketed2(assignrepr_bracketed1, values, prefix, width=None): """Return a prefixed, wrapped and properly aligned bracketed string representation of the given 2-dimensional value matrix using function |repr|.""" brackets = getattr(assignrepr_bracketed1, '_brackets') prefix += brackets[0] lines = [] blanks = ' '*len(prefix) for (idx, subvalues) in enumerate(values): if idx == 0: lines.append(assignrepr_bracketed1(subvalues, prefix, width)) else: lines.append(assignrepr_bracketed1(subvalues, blanks, width)) lines[-1] += ',' if (len(values) > 1) or (brackets != '()'): lines[-1] = lines[-1][:-1] lines[-1] += brackets[1] return '\n'.join(lines)
python
def _assignrepr_bracketed2(assignrepr_bracketed1, values, prefix, width=None): """Return a prefixed, wrapped and properly aligned bracketed string representation of the given 2-dimensional value matrix using function |repr|.""" brackets = getattr(assignrepr_bracketed1, '_brackets') prefix += brackets[0] lines = [] blanks = ' '*len(prefix) for (idx, subvalues) in enumerate(values): if idx == 0: lines.append(assignrepr_bracketed1(subvalues, prefix, width)) else: lines.append(assignrepr_bracketed1(subvalues, blanks, width)) lines[-1] += ',' if (len(values) > 1) or (brackets != '()'): lines[-1] = lines[-1][:-1] lines[-1] += brackets[1] return '\n'.join(lines)
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Return a prefixed, wrapped and properly aligned bracketed string representation of the given 2-dimensional value matrix using function |repr|.
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L1077-L1094
hydpy-dev/hydpy
hydpy/core/objecttools.py
round_
def round_(values, decimals=None, width=0, lfill=None, rfill=None, **kwargs): """Prints values with a maximum number of digits in doctests. See the documentation on function |repr| for more details. And note thate the option keyword arguments are passed to the print function. Usually one would apply function |round_| on a single or a vector of numbers: >>> from hydpy import round_ >>> round_(1./3., decimals=6) 0.333333 >>> round_((1./2., 1./3., 1./4.), decimals=4) 0.5, 0.3333, 0.25 Additionally, one can supply a `width` and a `rfill` argument: >>> round_(1.0, width=6, rfill='0') 1.0000 Alternatively, one can use the `lfill` arguments, which might e.g. be usefull for aligning different strings: >>> round_('test', width=6, lfill='_') __test Using both the `lfill` and the `rfill` argument raises an error: >>> round_(1.0, lfill='_', rfill='0') Traceback (most recent call last): ... ValueError: For function `round_` values are passed for both \ arguments `lfill` and `rfill`. This is not allowed. """ if decimals is None: decimals = hydpy.pub.options.reprdigits with hydpy.pub.options.reprdigits(decimals): if isinstance(values, abctools.IterableNonStringABC): string = repr_values(values) else: string = repr_(values) if (lfill is not None) and (rfill is not None): raise ValueError( 'For function `round_` values are passed for both arguments ' '`lfill` and `rfill`. This is not allowed.') if (lfill is not None) or (rfill is not None): width = max(width, len(string)) if lfill is not None: string = string.rjust(width, lfill) else: string = string.ljust(width, rfill) print(string, **kwargs)
python
def round_(values, decimals=None, width=0, lfill=None, rfill=None, **kwargs): """Prints values with a maximum number of digits in doctests. See the documentation on function |repr| for more details. And note thate the option keyword arguments are passed to the print function. Usually one would apply function |round_| on a single or a vector of numbers: >>> from hydpy import round_ >>> round_(1./3., decimals=6) 0.333333 >>> round_((1./2., 1./3., 1./4.), decimals=4) 0.5, 0.3333, 0.25 Additionally, one can supply a `width` and a `rfill` argument: >>> round_(1.0, width=6, rfill='0') 1.0000 Alternatively, one can use the `lfill` arguments, which might e.g. be usefull for aligning different strings: >>> round_('test', width=6, lfill='_') __test Using both the `lfill` and the `rfill` argument raises an error: >>> round_(1.0, lfill='_', rfill='0') Traceback (most recent call last): ... ValueError: For function `round_` values are passed for both \ arguments `lfill` and `rfill`. This is not allowed. """ if decimals is None: decimals = hydpy.pub.options.reprdigits with hydpy.pub.options.reprdigits(decimals): if isinstance(values, abctools.IterableNonStringABC): string = repr_values(values) else: string = repr_(values) if (lfill is not None) and (rfill is not None): raise ValueError( 'For function `round_` values are passed for both arguments ' '`lfill` and `rfill`. This is not allowed.') if (lfill is not None) or (rfill is not None): width = max(width, len(string)) if lfill is not None: string = string.rjust(width, lfill) else: string = string.ljust(width, rfill) print(string, **kwargs)
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train
https://github.com/hydpy-dev/hydpy/blob/1bc6a82cf30786521d86b36e27900c6717d3348d/hydpy/core/objecttools.py#L1324-L1375