scripts/gen_init_conditions.py

#!/usr/bin/env python3
"""

gen_init_conditions.py — 从 case 模板生成 N 个 trajectory（不同初始条件）



使用 Latin Hypercube Sampling (LHS) 采样初始条件参数，复制模板目录，

直接生成 0/ 目录下的 alpha.water 和 U 场文件（stokes_wave 除外，

该类型通过修改 waveProperties 和 setFieldsDict 实现参数化）。



四个 case 类型的参数空间:

  - dam_break:       水柱宽度、高度

  - rising_bubble:   气泡半径、水平位置、垂直位置

  - droplet_impact:  液滴半径、水平位置、初始高度、撞击速度

  - stokes_wave:     波高、波周期、静水位高度（修改 constant/waveProperties

                     和 system/setFieldsDict，alpha.water 由 setFields 初始化）



用法:

  python3 gen_init_conditions.py --templates /opt/cases-templates --output /opt/output/exp-openfoam-001



输出目录结构:

  output_dir/

  ├── dam_break/

  │   ├── t00/          ← 0/, constant/, system/, Allrun

  │   ├── t01/

  │   └── ...

  ├── rising_bubble/

  │   ├── t00/

  │   └── ...

  ├── droplet_impact/

  │   ├── t00/

  │   └── ...

  ├── stokes_wave/

  │   ├── t00/

  │   └── ...

  └── manifest.yaml     ← 全局 manifest（case 列表 + 参数记录）



参考文献:

  [1] OpenFOAM Foundation. OpenFOAM v9 User Guide, 2021.

  [2] Hysing, S. et al. (2009). "Quantitative benchmark computations

      of two-dimensional bubble dynamics." Int. J. Numer. Meth. Fluids,

      60(11), 1259-1288.

  [3] Pasandideh-Fard, M. et al. (1996). "Capillary effects during

      droplet impact on a solid surface." Phys. Fluids, 8(3), 650-659.

"""

import argparse
import os
import re
import shutil
import logging
from datetime import datetime, timezone

import numpy as np
from scipy.stats.qmc import LatinHypercube

try:
    import yaml
    HAS_YAML = True
except ImportError:
    HAS_YAML = False

# ─── 全局常量 ────────────────────────────────────────────────────────────

NUM_TRAJS = 50          # 总 trajectory 数（35 train + 8 val + 7 test）
GLOBAL_SEED = 42        # 全局随机种子（可复现）

# ─── OpenFOAM 字段文件生成 ──────────────────────────────────────────────

def write_foam_header(f, obj_name, cls, location="0"):
    """写入 OpenFOAM FoamFile header 块"""
    f.write("FoamFile\n{\n")
    f.write("    version     2.0;\n")
    f.write("    format      ascii;\n")
    f.write(f"    class       {cls};\n")
    f.write(f"    location    \"{location}\";\n")
    f.write(f"    object      {obj_name};\n")
    f.write("}\n\n")


def write_scalar_field(path, header_comment, internal_values, dims="[0 0 0 0 0 0 0]"):
    """写入 volScalarField（internalField 非均匀列表）"""
    n = len(internal_values)
    with open(path, "w") as f:
        write_foam_header(f, os.path.basename(path), "volScalarField")
        f.write(f"dimensions      {dims};\n\n")
        f.write(f"internalField   nonuniform List<scalar>\n{n}\n(\n")
        for val in internal_values:
            f.write(f"    {val:.10e}\n")
        f.write(")\n;\n\n")
        # 边界条件从模板复制（此处只写 internalField，BC 已在模板 0/ 中）
        # 注意：此处覆写整个文件，BC 由 _copy_boundary_conditions 补回


def write_vector_field(path, header_comment, internal_values, dims="[0 1 -1 0 0 0 0]"):
    """写入 volVectorField（internalField 非均匀列表）"""
    n = len(internal_values)
    with open(path, "w") as f:
        write_foam_header(f, os.path.basename(path), "volVectorField")
        f.write(f"dimensions      {dims};\n\n")
        f.write(f"internalField   nonuniform List<vector>\n{n}\n(\n")
        for vx, vy, vz in internal_values:
            f.write(f"    ({vx:.10e} {vy:.10e} {vz:.10e})\n")
        f.write(")\n;\n\n")


def _copy_boundary_conditions(src_path, dst_path):
    """从模板文件复制 boundaryField 块追加到目标文件"""
    with open(src_path, "r") as f:
        content = f.read()
    # 提取 boundaryField 块（从 boundaryField 到末尾）
    m = re.search(r"(boundaryField\s*\{[\s\S]*\})", content)
    if m:
        with open(dst_path, "a") as f:
            f.write("\n")
            f.write(m.group(1))
            f.write("\n")


def has_simulation_data(output_dir):
    """检查目录是否包含仿真结果（log.interFoam 或 0 以外的时间步目录）"""
    if not os.path.exists(output_dir):
        return False
    # 检查 log.interFoam
    if os.path.exists(os.path.join(output_dir, "log.interFoam")):
        return True
    # 检查是否有 0/ 以外的时间步目录
    for entry in os.listdir(output_dir):
        full = os.path.join(output_dir, entry)
        if os.path.isdir(full) and re.match(r"^\d+(\.\d+)?$", entry):
            if entry != "0":
                return True
    return False


def copy_template(template_dir, output_dir, force=False):
    """复制 case 模板到输出目录（含 0/ 目录下的所有模板场文件）



    参数:

      force: 若为 False 且 output_dir 已有仿真数据，跳过并返回 False；

             若为 True，强制覆盖。

    返回:

      bool: True 表示复制成功，False 表示跳过

    """
    if os.path.exists(output_dir):
        if not force and has_simulation_data(output_dir):
            logging.info(f"  跳过（已有仿真数据）: {output_dir}")
            return False
        shutil.rmtree(output_dir)
    shutil.copytree(template_dir, output_dir)
    return True


# ─── blockMeshDict 解析 ─────────────────────────────────────────────────

def parse_block_mesh(case_dir):
    """从 system/blockMeshDict 解析网格参数



    返回:

      dict: {

        "nx": int, "ny": int, "nz": int,

        "x0": float, "y0": float,

        "dx": float, "dy": float,

        "Lx": float, "Ly": float

      }

    """
    bmd_path = os.path.join(case_dir, "system", "blockMeshDict")
    with open(bmd_path, "r") as f:
        content = f.read()

    # 解析 vertices：取第 0 号 (x0, y0, z0) 和第 2 号 (x1, y1, z0)
    verts = re.findall(r"\(\s*([\d.eE+\-]+)\s+([\d.eE+\-]+)\s+([\d.eE+\-]+)\s*\)", content)
    if len(verts) < 3:
        raise ValueError(f"blockMeshDict vertices 不足: {bmd_path}")
    x0, y0 = float(verts[0][0]), float(verts[0][1])
    x1, y1 = float(verts[2][0]), float(verts[2][1])

    # 解析 blocks hex (... ) (nx ny nz)
    m = re.search(r"hex\s+\([^)]+\)\s+\(\s*(\d+)\s+(\d+)\s+(\d+)\s*\)", content)
    if not m:
        raise ValueError(f"无法解析 blockMeshDict blocks: {bmd_path}")
    nx, ny, nz = int(m.group(1)), int(m.group(2)), int(m.group(3))

    Lx = x1 - x0
    Ly = y1 - y0
    dx = Lx / nx
    dy = Ly / ny

    return {
        "nx": nx, "ny": ny, "nz": nz,
        "x0": x0, "y0": y0,
        "dx": dx, "dy": dy,
        "Lx": Lx, "Ly": Ly
    }


def compute_cell_centers(mesh):
    """计算 cell 中心坐标



    返回:

      x_centers: np.ndarray, shape (ny, nx) — X 坐标

      y_centers: np.ndarray, shape (ny, nx) — Y 坐标

      flat_idx:  np.ndarray, shape (ny*nx,) — 展平索引（行主序）

    """
    nx, ny = mesh["nx"], mesh["ny"]
    dx, dy = mesh["dx"], mesh["dy"]
    x0, y0 = mesh["x0"], mesh["y0"]

    # Cell 中心: x_i = x0 + (i + 0.5) * dx, y_j = y0 + (j + 0.5) * dy
    # 行主序: k = j * nx + i (j=Y方向索引, i=X方向索引)
    x_1d = np.array([x0 + (i + 0.5) * dx for i in range(nx)])
    y_1d = np.array([y0 + (j + 0.5) * dy for j in range(ny)])

    # meshgrid: x_centers[j, i], y_centers[j, i]
    x_centers, y_centers = np.meshgrid(x_1d, y_1d)  # shape (ny, nx)
    flat_idx = np.arange(nx * ny)

    return x_centers, y_centers, flat_idx


# ─── Case 特定场生成 ───────────────────────────────────────────────────

def _generate_dam_break_fields(case_dir, params, mesh, x_centers, y_centers):
    """生成 dam_break 的 alpha.water 和 U 初始场



    参数:

      params: dict {"width": float, "height": float}

        - width:  水柱宽度 [m], 默认 (0.08, 0.40)

        - height: 水柱高度 [m], 默认 (0.15, 0.50)

    """
    nx, ny = mesh["nx"], mesh["ny"]
    x0, y0 = mesh["x0"], mesh["y0"]
    Lx, Ly = mesh["Lx"], mesh["Ly"]

    width = params["width"]
    height = params["height"]
    x_wall = x0 + width     # 水柱右边界

    # alpha.water: 水柱区域内 = 1, 外部 = 0
    alpha = np.where(
        (x_centers <= x_wall) & (y_centers <= y0 + height),
        1.0, 0.0
    ).ravel()

    # U: 全零初始速度
    u_field = np.zeros((nx * ny, 3))

    # 写入场文件
    alpha_path = os.path.join(case_dir, "0", "alpha.water")
    template_alpha = os.path.join(case_dir, "0", "alpha.water.template")
    write_scalar_field(alpha_path, "alpha.water", alpha)
    _copy_boundary_conditions(template_alpha, alpha_path)

    u_path = os.path.join(case_dir, "0", "U")
    template_u = os.path.join(case_dir, "0", "U.template")
    write_vector_field(u_path, "U", u_field)
    _copy_boundary_conditions(template_u, u_path)


def _generate_rising_bubble_fields(case_dir, params, mesh, x_centers, y_centers):
    """生成 rising_bubble 的 alpha.water 和 U 初始场



    参数:

      params: dict {"radius": float, "cx": float, "cy": float}

        - radius: 气泡半径 [m], 固定 0.25（对齐 Hysing Case 1）

        - cx:     水平中心 [m], 默认 (0.30, 0.70)

        - cy:     垂直中心 [m], 默认 (0.30, 0.80)

    """
    nx, ny = mesh["nx"], mesh["ny"]

    radius = params["radius"]
    cx = params["cx"]
    cy = params["cy"]

    # alpha.water: 气泡内部 (alpha=0), 外部 (alpha=1)
    dist = np.sqrt((x_centers - cx)**2 + (y_centers - cy)**2)
    alpha = np.where(dist <= radius, 0.0, 1.0).ravel()

    # U: 全零初始速度
    u_field = np.zeros((nx * ny, 3))

    # 写入场文件
    alpha_path = os.path.join(case_dir, "0", "alpha.water")
    template_alpha = os.path.join(case_dir, "0", "alpha.water.template")
    write_scalar_field(alpha_path, "alpha.water", alpha)
    _copy_boundary_conditions(template_alpha, alpha_path)

    u_path = os.path.join(case_dir, "0", "U")
    template_u = os.path.join(case_dir, "0", "U.template")
    write_vector_field(u_path, "U", u_field)
    _copy_boundary_conditions(template_u, u_path)


def _generate_droplet_impact_fields(case_dir, params, mesh, x_centers, y_centers):
    """生成 droplet_impact 的 alpha.water 和 U 初始场



    参数:

      params: dict {"radius": float, "cx": float, "cy": float, "v_impact": float}

        - radius:    液滴半径 [m], 默认 (0.015, 0.06)

        - cx:        水平中心 [m], 默认域宽 0.4-0.6

        - cy:        初始高度 [m] (液滴中心 Y 坐标), 默认 (0.10, 0.25)

        - v_impact:  撞击速度 [m/s], 默认 (0.5, 2.0)



    参考: Pasandideh-Fard et al. (1996)

      液滴为完整圆形，底部距壁面留有 1.5 cell 间隙，避免与壁面单元重叠。

    """
    nx, ny = mesh["nx"], mesh["ny"]

    radius = params["radius"]
    cx = params["cx"]
    v_impact = params["v_impact"]

    # 完整圆形液滴，底部距壁面 = 1.5 个网格高度（确保 VOF 界面有足够空间）
    dy = mesh["dy"]
    gap = dy * 1.5
    cy = radius + gap

    # alpha.water: 完整圆形液滴 (alpha=1), 外部 (alpha=0)
    dist = np.sqrt((x_centers - cx)**2 + (y_centers - cy)**2)
    is_droplet = dist <= radius
    alpha = np.where(is_droplet, 1.0, 0.0).ravel()

    # U: 液滴区域有向下的初始速度
    is_droplet_flat = is_droplet.ravel()
    u_field = np.zeros((nx * ny, 3))
    u_field[is_droplet_flat, 1] = -v_impact  # Uy = -v_impact

    # 写入场文件
    alpha_path = os.path.join(case_dir, "0", "alpha.water")
    template_alpha = os.path.join(case_dir, "0", "alpha.water.template")
    write_scalar_field(alpha_path, "alpha.water", alpha)
    _copy_boundary_conditions(template_alpha, alpha_path)

    u_path = os.path.join(case_dir, "0", "U")
    template_u = os.path.join(case_dir, "0", "U.template")
    write_vector_field(u_path, "U", u_field)
    _copy_boundary_conditions(template_u, u_path)


def _generate_stokes_wave_fields(case_dir, params, mesh, x_centers, y_centers):
    """生成 stokes_wave 的 waveProperties 和 setFieldsDict 配置



    stokes_wave 不直接生成 alpha.water / U 场文件，而是通过修改

    constant/waveProperties 和 system/setFieldsDict 来参数化波浪初始条件。

    alpha.water 由 setFields 在运行时初始化（Allrun 中已含 runParallel setFields）。



    参数:

      params: dict {"waveHeight": float, "wavePeriod": float, "waterLevel": float}

        - waveHeight:  波高 [m], 默认 (0.04, 0.16)

        - wavePeriod:  波周期 [s], 默认 (1.2, 3.0)

        - waterLevel:  静水位高度 [m], 默认 (0.30, 0.50)

    """
    wave_height = params["waveHeight"]
    wave_period = params["wavePeriod"]
    water_level = params["waterLevel"]

    # --- 修改 constant/waveProperties ---
    wp_path = os.path.join(case_dir, "constant", "waveProperties")
    with open(wp_path, "r") as f:
        wp_content = f.read()

    # 替换 waveHeight 值（保留缩进和尾部注释/分号）
    wp_content = re.sub(
        r"(waveHeight\s+)[\d.eE+-]+(\s*;.*)",
        lambda m: f"{m.group(1)}{wave_height}{m.group(2)}",
        wp_content,
    )
    # 替换 wavePeriod 值
    wp_content = re.sub(
        r"(wavePeriod\s+)[\d.eE+-]+(\s*;.*)",
        lambda m: f"{m.group(1)}{wave_period}{m.group(2)}",
        wp_content,
    )

    with open(wp_path, "w") as f:
        f.write(wp_content)

    # --- 修改 system/setFieldsDict ---
    sf_path = os.path.join(case_dir, "system", "setFieldsDict")
    with open(sf_path, "r") as f:
        sf_content = f.read()

    # 替换 box 定义中的 z 坐标（第三个分量）
    # box 格式: box (0 0 0) (30.0 1.0 0.4) —— 替换最后一个数字
    sf_content = re.sub(
        r"(box\s+\([^)]+\)\s+\(\s*[\d.eE+-]+\s+[\d.eE+-]+\s+)[\d.eE+-]+(\s*\))",
        lambda m: f"{m.group(1)}{water_level}{m.group(2)}",
        sf_content,
    )

    with open(sf_path, "w") as f:
        f.write(sf_content)


# ─── 参数空间定义 ────────────────────────────────────────────────────────

PARAM_BOUNDS = {
    # 参考: OpenFOAM Foundation. OpenFOAM v9 User Guide, 2021.
    "dam_break": {
        "width":  (0.08, 0.40),     # 水柱宽度 [m]
        "height": (0.15, 0.50),     # 水柱高度 [m]
    },
    # 参考: Hysing, S. et al. (2009). Int. J. Numer. Meth. Fluids, 60(11), 1259-1288.
    "rising_bubble": {
        "radius": (0.25, 0.25),     # 气泡半径 [m]，固定 R=0.25m（对齐 Hysing Case 1）
        "cx":     (0.30, 0.70),     # 水平中心 [m] (域宽 1m, R=0.25 → cx∈[0.25,0.75])
        "cy":     (0.30, 0.80),     # 垂直中心 [m]（域高 2m，Hysing 初始 y=0.5；采样域下半部确保有上升空间）
    },
    # 参考: Pasandideh-Fard, M. et al. (1996). Phys. Fluids, 8(3), 650-659.
    "droplet_impact": {
        "radius":    (0.002, 0.004),   # 液滴半径 [m]，下界确保 ≥20 cells 直径
        "cx":        (0.016, 0.034),   # 水平中心 [m] (域宽 0.05m)
        "v_impact":  (0.5, 1.5),       # 撞击速度 [m/s]（Pasandideh-Fard 1996 范围）
    },
    "stokes_wave": {
        "waveHeight":  (0.04, 0.16),    # 波高 [m], deep water limit H < 0.78*d=0.624m, keep small
        "wavePeriod":  (1.2, 3.0),       # 波周期 [s], keep within 5th-order Stokes range
        "waterLevel":  (0.30, 0.50),     # 静水位高度 [m], domain height=0.8m
    },
}

# 约束条件：避免参数组合导致数值问题
CONSTRAINTS = {
    "dam_break": lambda p: p["width"] * p["height"] < 0.20,
    "rising_bubble": lambda p: True,  # R 固定 0.25m，cx/cy 范围已约束，无需额外过滤
    "droplet_impact": lambda p: p["radius"] > 0,    # cy 由函数内部自动计算
    "stokes_wave": lambda p: True,  # waveHeight/wavePeriod/waterLevel 相互独立
}

# Case 类型 → 场生成函数
FIELD_GENERATORS = {
    "dam_break": _generate_dam_break_fields,
    "rising_bubble": _generate_rising_bubble_fields,
    "droplet_impact": _generate_droplet_impact_fields,
    "stokes_wave": _generate_stokes_wave_fields,
}


def generate_case_params(case_type, n_samples, seed=GLOBAL_SEED):
    """使用 LHS 生成 case 参数



    返回:

      list[dict]: 每个元素是一个参数字典，键为参数名，值为采样值

    """
    bounds = PARAM_BOUNDS[case_type]
    param_names = list(bounds.keys())
    n_dims = len(param_names)

    sampler = LatinHypercube(d=n_dims, seed=seed)
    raw_samples = sampler.random(n=n_samples)

    # 缩放到实际参数范围
    params_list = []
    for row in raw_samples:
        p = {}
        for i, name in enumerate(param_names):
            lo, hi = bounds[name]
            p[name] = lo + row[i] * (hi - lo)
        params_list.append(p)

    # 应用约束过滤（不满足约束的重新采样）
    constraint = CONSTRAINTS.get(case_type)
    if constraint:
        rng = np.random.default_rng(seed + 1000)
        for i, p in enumerate(params_list):
            attempts = 0
            while not constraint(p) and attempts < 100:
                # 重新采样该点
                new_sample = rng.random(n_dims)
                for j, name in enumerate(param_names):
                    lo, hi = bounds[name]
                    p[name] = lo + new_sample[j] * (hi - lo)
                attempts += 1
            if attempts >= 100:
                logging.warning(f"  约束过滤超时: sample {i}, 使用当前参数")

    return params_list


# ─── 主流程 ─────────────────────────────────────────────────────────────

def generate_trajectories(templates_dir, output_dir, num_trajs=NUM_TRAJS,

                          case_types=None, force=False):
    """为指定 case 类型生成 trajectory



    参数:

      templates_dir: 模板根目录

      output_dir:    输出目录

      num_trajs:     每个 case 类型的 trajectory 数

      case_types:    要生成的 case 类型列表（None = 全部四个）



    流程:

    1. 从模板复制 constant/ 和 system/ 目录

    2. 复制 0/ 模板作为 .template 备份

    3. 解析 blockMeshDict 获取网格参数

    4. LHS 采样初始条件参数

    5. 直接生成 0/alpha.water 和 0/U 场文件

    6. 写入 manifest.yaml

    """
    os.makedirs(output_dir, exist_ok=True)
    all_case_types = ["dam_break", "rising_bubble", "droplet_impact", "stokes_wave"]
    if case_types is None:
        case_types = all_case_types
    else:
        # 验证输入
        for ct in case_types:
            if ct not in all_case_types:
                raise ValueError(f"未知 case 类型: {ct}，可选: {all_case_types}")
    manifest_entries = []

    for case_type in case_types:
        template_path = os.path.join(templates_dir, case_type, "base")
        if not os.path.isdir(template_path):
            logging.error(f"模板目录不存在: {template_path}")
            continue

        logging.info(f"=== 生成 {case_type} ({num_trajs} trajectories) ===")

        # 生成参数
        params_list = generate_case_params(case_type, num_trajs)

        # 打印参数统计
        for name in params_list[0].keys():
            vals = [p[name] for p in params_list]
            logging.info(f"  {name}: min={min(vals):.6f}, max={max(vals):.6f}, "
                         f"mean={np.mean(vals):.6f}")

        skipped = 0
        for traj_idx, params in enumerate(params_list):
            traj_name = f"t{traj_idx:02d}"
            case_dir = os.path.join(output_dir, case_type, traj_name)

            # 1. 复制模板（已有仿真数据时跳过，除非 --force）
            if not copy_template(template_path, case_dir, force=force):
                skipped += 1
                continue

            # 2. 复制 0/ 模板文件作为 .template 备份
            template_0 = os.path.join(template_path, "0")
            for fname in ["alpha.water", "U"]:
                src = os.path.join(template_0, fname)
                if os.path.exists(src):
                    dst = os.path.join(case_dir, "0", f"{fname}.template")
                    shutil.copy2(src, dst)

            # 3. 解析网格
            mesh = parse_block_mesh(case_dir)
            x_centers, y_centers, _ = compute_cell_centers(mesh)

            # 4. 生成初始场
            generator = FIELD_GENERATORS[case_type]
            generator(case_dir, params, mesh, x_centers, y_centers)

            # 5. 记录 manifest
            entry = {
                "traj_idx": traj_idx,
                "traj_name": traj_name,
                "case_type": case_type,
                "case_dir": case_dir,
                "params": {k: float(v) for k, v in params.items()},
                "mesh": {
                    "nx": mesh["nx"],
                    "ny": mesh["ny"],
                    "Lx": mesh["Lx"],
                    "Ly": mesh["Ly"],
                },
                "split": "train" if traj_idx < 35 else ("val" if traj_idx < 43 else "test"),
            }
            manifest_entries.append(entry)

        logging.info(f"  {case_type} 完成: {num_trajs - skipped} trajectories 生成, {skipped} 跳过")

    # 写入 manifest
    manifest = {
        "generated_at": datetime.now(timezone.utc).isoformat(),
        "generator": "gen_init_conditions.py",
        "global_seed": GLOBAL_SEED,
        "num_trajs_per_case": num_trajs,
        "split": {
            "train": "indices 0-34",
            "val":   "indices 35-42",
            "test":  "indices 43-49",
        },
        "references": [
            "OpenFOAM Foundation. OpenFOAM v9 User Guide, 2021.",
            "Hysing, S. et al. (2009). Int. J. Numer. Meth. Fluids, 60(11), 1259-1288.",
            "Pasandideh-Fard, M. et al. (1996). Phys. Fluids, 8(3), 650-659.",
        ],
        "cases": manifest_entries,
    }

    if HAS_YAML:
        manifest_path = os.path.join(output_dir, "manifest.yaml")
        with open(manifest_path, "w") as f:
            yaml.dump(manifest, f, default_flow_style=False, allow_unicode=True, sort_keys=False)
        logging.info(f"Manifest 写入: {manifest_path}")
    else:
        # 无 yaml 模块时写入 JSON 格式
        import json
        manifest_path = os.path.join(output_dir, "manifest.json")
        with open(manifest_path, "w") as f:
            json.dump(manifest, f, indent=2)
        logging.info(f"Manifest 写入 (JSON): {manifest_path}")


def main():
    parser = argparse.ArgumentParser(
        description="从 case 模板生成 N 个 trajectory（LHS 参数采样）"
    )
    parser.add_argument(
        "--templates", type=str, default="/mnt/f/agent-workspace/paper2/Exp/data/templates",
        help="Case 模板根目录（含 dam_break/, rising_bubble/, droplet_impact/, stokes_wave/ 子目录）"
    )
    parser.add_argument(
        "--output", type=str, default="/mnt/f/agent-workspace/paper2/Exp/data/raw",
        help="输出目录"
    )
    parser.add_argument(
        "--num-trajs", type=int, default=NUM_TRAJS,
        help=f"每个 case 的 trajectory 数（默认 {NUM_TRAJS}）"
    )
    parser.add_argument(
        "--seed", type=int, default=GLOBAL_SEED,
        help=f"全局随机种子（默认 {GLOBAL_SEED}）"
    )
    parser.add_argument(
        "--case-types", type=str, nargs="+", default=None,
        choices=["dam_break", "rising_bubble", "droplet_impact", "stokes_wave"],
        help="要生成的 case 类型（默认全部）。可选: dam_break, rising_bubble, droplet_impact, stokes_wave"
    )
    parser.add_argument(
        "--force", action="store_true",
        help="强制覆盖已有仿真数据（默认跳过已有数据的 case）"
    )
    parser.add_argument(
        "-v", "--verbose", action="store_true",
        help="详细日志输出"
    )
    args = parser.parse_args()

    logging.basicConfig(
        level=logging.DEBUG if args.verbose else logging.INFO,
        format="%(asctime)s [%(levelname)s] %(message)s",
        datefmt="%Y-%m-%d %H:%M:%S",
    )

    logging.info(f"模板目录: {args.templates}")
    logging.info(f"输出目录: {args.output}")
    logging.info(f"Trajectory 数: {args.num_trajs}")
    logging.info(f"随机种子: {args.seed}")
    if args.case_types:
        logging.info(f"Case 类型: {args.case_types}")

    generate_trajectories(args.templates, args.output, args.num_trajs,
                          case_types=args.case_types, force=args.force)

    logging.info("=== 全部完成 ===")


if __name__ == "__main__":
    main()