"""Reviewed Chinese field labels shared by calculation tables and forms."""
LABELS = {
  "irrigation_area_10k_mu": "灌溉面积",
  "irrigation_modulus": "灌水模数",
  "main_canal_efficiency": "干渠水利用系数",
  "branch_canal_efficiency": "支渠水利用系数",
  "lateral_canal_efficiency": "斗渠水利用系数",
  "field_efficiency": "田间水利用系数",
  "field_elevation": "最高田面高程",
  "field_water_depth": "田面灌水深",
  "channel_water_depth": "渠道设计水深",
  "structure_head_loss": "建筑物水头损失",
  "extra_canal_head_loss": "附加渠道水头损失",
  "canal_segments": "渠道分段损失（JSON）",
  "design_flow": "设计流量",
  "allowable_velocity": "允许流速",
  "allowable_suction_vacuum_m": "允许吸上真空高度",
  "atmospheric_pressure_pa": "当地大气压力",
  "vapor_pressure_head_m": "汽化压力水头",
  "water_density_kg_m3": "水密度",
  "suction_velocity_m_s": "吸水管流速",
  "suction_pipe_head_loss_m": "吸水管水头损失",
  "gravity": "重力加速度",
  "density_t_m3": "水密度",
  "irrigation_modulus_m3_s_hm2": "灌水模数",
  "guaranteed_irrigation_area_hm2": "保证灌溉面积",
  "design_head_m": "设计扬程",
  "pump_efficiency_percent": "水泵效率",
  "density_kg_m3": "水密度",
  "design_flow_m3_s": "设计流量",
  "shaft_power_kw": "水泵轴功率",
  "rated_speed_rpm": "额定转速",
  "rated_flow_m3_s": "额定流量",
  "rated_head_m": "额定扬程",
  "double_suction": "是否双吸泵",
  "river_velocity": "河流流速",
  "canal_velocity": "引水渠流速",
  "bottom_width": "底宽",
  "water_depth": "水深",
  "side_slope": "边坡系数",
  "roughness": "糙率",
  "bed_slope": "底坡",
  "enlarge_coefficient": "加大流量系数",
  "soil_coefficient": "土质不冲系数",
  "block_length": "砌块长度",
  "block_width": "砌块宽度",
  "block_height": "砌块高度",
  "rock_lining_water_depth": "护砌段水深",
  "coefficient": "经验系数",
  "minimum_flow": "最小流量",
  "flow": "流量",
  "alpha": "动能修正系数",
  "area_ratio": "实用断面与最佳断面面积比",
  "channel_length": "渠道长度",
  "lining_coefficient": "衬砌渗漏系数",
  "catchment_area_km2": "汇水面积",
  "erosion_modulus_t_km2": "年侵蚀模数",
  "service_life_years": "淤积计算年限",
  "dry_unit_weight_t_m3": "泥沙干容重",
  "dam_body_height_m": "坝体高度",
  "upstream_slope": "上游边坡系数",
  "downstream_slope": "下游边坡系数",
  "curtain_constant_m": "帷幕深度经验常数",
  "slope_coefficient": "护坡坡率系数",
  "slope_change_coefficient": "坡度变化系数",
  "block_density_t_m3": "块石密度",
  "water_density_t_m3": "水密度",
  "wind_speed_m_s": "风速",
  "fetch_m": "吹程",
  "wave_period_s": "波浪周期",
  "gravity_m_s2": "重力加速度",
  "pressure_on_gate_kN": "作用于闸门的水压力",
  "water_head_m": "水头",
  "bearing_type": "支承类型",
  "sliding_support_friction": "滑动支承摩擦系数",
  "sliding_bearing_f": "滑动轴承摩擦系数",
  "rolling_friction_coefficient": "滚动摩擦系数",
  "wheel_radius_cm": "滚轮半径",
  "rolling_bearing_radius_cm": "滚动轴承半径",
  "roller_diameter_cm": "滚柱直径",
  "stopwater_friction": "止水摩擦系数",
  "stopwater_pressure_kN": "止水压力",
  "opening_safety_factor": "启门安全系数",
  "closing_safety_factor": "闭门安全系数",
  "gate_weight_correction_open": "启门自重修正系数",
  "gate_weight_correction_close": "闭门自重修正系数",
  "gate_weight_kN": "闸门自重",
  "ballast_weight_kN": "配重",
  "downpull_kN": "下吸力",
  "water_column_weight_kN": "水柱重力",
  "uplift_kN": "上托力",
  "guarantee_flow": "保证流量",
  "working_head": "工作水头",
  "output_coefficient": "出力系数",
  "ratio_coefficient": "装机比值系数",
  "average_annual_generation_10k_kwh": "多年平均年发电量",
  "annual_utilization_hours": "年利用小时数",
  "pipe_diameter": "管径",
  "upstream_level": "上游水位",
  "downstream_level": "下游水位",
  "axis_angle_deg": "管轴倾角",
  "is_round_pipe": "是否圆管",
  "square_side_length": "方管边长",
  "air_flow": "通气流量",
  "flow_coefficient": "流量系数",
  "elastic_modulus_mpa": "管材弹性模量",
  "safety_factor": "安全系数",
  "wall_thickness": "管壁厚度",
  "velocity": "流速",
  "diameter": "管径",
  "length": "长度",
  "roughness_mm": "管壁绝对粗糙度",
  "local_loss_coefficient": "局部水头损失系数",
  "kinematic_viscosity": "运动黏滞系数",
  "flow_m3s": "流量",
  "entrance_head_m": "入口水头",
  "added_head_m": "附加水头",
  "chute_slope": "陡槽底坡",
  "downstream_depth_m": "下游水深",
  "drop_height_m": "跌差",
  "entrance_coefficient": "入口流量系数",
  "contraction_coefficient": "收缩系数",
  "entrance_side_slope": "入口边坡系数",
  "upstream_normal_depth_m": "上游正常水深",
  "safety_freeboard_m": "安全超高",
  "water_level_difference_m": "上下游水位差",
  "shape_width_coefficient": "桥孔形状宽度系数",
  "pier_coefficient": "桥墩影响系数",
  "bridge_deck_thickness_m": "桥面板厚度",
  "aerated_depth_m": "掺气水深",
  "allowable_installation_height_m": "允许安装高度",
  "allowable_negative_pressure_mpa": "允许负压",
  "angle_degrees": "引水角度",
  "annual_sediment_t": "年输沙量",
  "apron_length_m": "海漫长度",
  "basin_depth_m": "消力池池深",
  "basin_length_m": "消力池长度",
  "basin_width_m": "消力池宽度",
  "best_hydraulic_depth": "最佳水力断面水深",
  "canal_head_loss": "渠道水头损失",
  "canal_system_efficiency": "渠系水利用系数",
  "capacity_by_ratio_kw": "按比值法计算装机容量",
  "capacity_by_utilization_hours_kw": "按利用小时计算装机容量",
  "capacity_monthly_flow": "库容折合月流量",
  "check_flow": "回算流量",
  "chezy": "谢才系数",
  "chute_depth_m": "泄槽水深",
  "chute_velocity_m_s": "泄槽流速",
  "closing_force_kN": "闭门力",
  "closing_force_t": "闭门力折合吨力",
  "crest_width_m": "坝顶宽度",
  "criterion": "适用判据",
  "critical_depth": "临界水深",
  "curtain_depth_m": "帷幕深度",
  "depth_ratio": "水深比",
  "design_area": "设计过水面积",
  "design_clear_height_m": "设计净高",
  "design_depth": "设计水深",
  "design_hydraulic_radius": "设计水力半径",
  "design_wetted_perimeter": "设计湿周",
  "effective_power_kw": "有效功率",
  "efficiency_percent": "效率",
  "entrance_bottom_width_m": "入口底宽",
  "equivalent_block_diameter": "砌块当量直径",
  "equivalent_stone_diameter_m": "块石当量直径",
  "first_conjugate_depth_m": "跃前共轭水深",
  "flow_area_m2": "过水面积",
  "formula": "计算公式",
  "friction_factor": "沿程阻力系数",
  "friction_loss": "沿程水头损失",
  "gross_flow": "毛流量",
  "guarantee_output_kw": "保证出力",
  "headwater_elevation": "渠首设计水位",
  "hydraulic_radius": "水力半径",
  "inner_diameter_m": "管道内径",
  "irrigation_efficiency": "灌溉水利用系数",
  "lighting_load_kva": "照明负荷",
  "local_loss": "局部水头损失",
  "minimum_submergence_depth": "最小淹没水深",
  "minimum_wall_thickness_mm": "最小壁厚",
  "motor_load_kva": "电动机负荷",
  "multi_different_section_flow_m3s": "多管不同断面流量",
  "multi_same_section_flow_m3s": "多管相同断面流量",
  "net_flow": "净流量",
  "opening_force_kN": "启门力",
  "opening_force_t": "启门力折合吨力",
  "protection_thickness_m": "护坡厚度",
  "reynolds_number": "雷诺数",
  "rock_lining_velocity": "护砌不冲流速",
  "second_conjugate_depth_m": "跃后共轭水深",
  "section_type": "断面类型",
  "sediment_capacity_m3": "淤积库容",
  "seepage_loss": "渗漏损失",
  "selected_capacity_t": "选用启闭机容量",
  "sidewall_height_m": "边墙高度",
  "single_different_section_flow_m3s": "单管不同断面流量",
  "single_same_section_flow_m3s": "单管相同断面流量",
  "slab_thickness_m": "底板厚度",
  "soil_velocity": "土渠不冲流速",
  "specific_speed": "比转速",
  "stopwater_friction_kN": "止水摩擦力",
  "support_friction_kN": "支承摩擦力",
  "top_width": "水面宽",
  "total_abandoned": "累计弃水",
  "total_capacity_kva": "变压器总容量",
  "total_deficit": "累计缺水",
  "total_loss": "总水头损失",
  "total_power_kw": "总功率",
  "total_surplus": "累计余水",
  "transition_length_m": "渐变段长度",
  "trench_depth_m": "齿槽深度",
  "trench_length_m": "齿槽长度",
  "unit_discharge": "单宽流量",
  "unit_discharge_m2s": "单宽流量",
  "unit_width_flow": "单宽流量",
  "velocity_ratio": "流速比",
  "vent_area_m2": "通气管面积",
  "vent_diameter_m": "通气管直径",
  "water_level_difference": "水位差",
  "wave_height_m": "波高",
  "wave_length_m": "波长",
  "wave_steepness_ratio": "波陡比",
  "wetted_perimeter": "湿周",
  "width_depth_ratio": "宽深比",
  "month": "月份",
  "inflow": "入流",
  "demand": "需水",
  "surplus": "余水",
  "deficit": "缺水",
  "storage": "蓄水",
  "abandoned": "弃水",
  "note": "说明",
  "soil_friction_angle_deg": "填土有效内摩擦角φ",
  "soil_unit_weight": "填土容重γ",
  "wall_height": "渠道侧墙高度H",
  "groundwater_depth": "墙后水深Hw",
  "water_unit_weight": "水容重γw",
  "channel_inner_water_depth": "渠道内水深",
  "structure_factor": "结构系数γd",
  "importance_factor": "结构重要性系数γ0",
  "design_condition_factor": "设计状况系数ψ",
  "concrete_fc": "混凝土轴心抗压强度fc",
  "wall_thickness_mm": "墙厚",
  "cover_thickness_mm": "保护层厚度",
  "steel_diameter_mm": "钢筋直径",
  "steel_fy": "钢筋抗拉强度fy",
  "steel_spacing_mm": "钢筋间距",
  "steel_layers": "钢筋层数",
  "total_depth": "复式断面总水深",
  "main_depth": "深槽水深",
  "main_bottom_width": "深槽底宽",
  "main_side_slope": "深槽边坡系数",
  "floodplain_side_slope": "滩槽边坡系数",
  "left_floodplain_width": "左滩底宽",
  "right_floodplain_width": "右滩底宽",
  "main_roughness": "深槽糙率",
  "floodplain_roughness": "滩槽糙率",
  "water_width": "U形渠水面宽",
  "concrete_volume_m3": "对应混凝土体积",
  "loss_rate_percent": "钢筋损耗率",
  "first_bed_elevation": "起点渠底高程",
  "wall_thickness_m": "管壁计算厚度δ",
  "steel_yield_strength_mpa": "钢材屈服强度σs",
  "steel_elastic_modulus_mpa": "钢材弹性模量E",
  "max_load_kw": "输送电容量P",
  "rated_voltage_kv": "线路额定电压Ue",
  "economic_current_density_a_mm2": "经济电流密度J",
  "power_factor": "功率因数cosφ",
  "allowable_temperature_c": "导线允许工作温度",
  "generator_total_active_power_kw": "发电机组总有功功率ΣP",
  "bus_minimum_load_kw": "母线侧最小负荷Pmin",
  "rated_power_factor": "额定功率因数cosφ",
  "standard_capacity_sum_kva": "主变压器标准容量总和Sn",
  "installed_load_kw": "电网总负荷装置功率ΣPz",
  "demand_factor": "综合需用系数kzz",
  "max_load_utilization_hours": "年最大负荷利用小时数Tm",
  "base_load_kw": "基准年负荷A1",
  "annual_growth_rate_percent": "年平均增长率",
  "forecast_years": "设计水平年",
  "grid_loss_rate_percent": "网损率",
  "plant_use_rate_percent": "厂用电率",
  "downstream_channel_width_m": "下游渠道底宽",
  "mode": "计算工况",
  "upstream_head_m": "上游总水头H0",
  "submergence_coefficient": "淹没系数σ",
  "height_width_ratio": "高宽比",
  "arch_angle_deg": "拱中心角",
  "pressure_section_area_m2": "有压过流面积",
  "pressure_head_correction_m": "压力水头修正值",
  "culvert_depth_m": "涵内水深",
  "correction_coefficient": "修正收缩水深系数",
  "weir_width_m": "侧堰宽度",
  "discharge_coefficient": "侧堰流量系数",
  "approach_depth_m": "侧堰首端水深",
  "diversion_angle_deg": "分水角度",
  "upstream_weir_head_m": "侧堰首端堰顶水头",
  "downstream_weir_head_m": "侧堰末端堰顶水头",
  "normal_weir_coefficient": "正堰流量系数",
  "earth_pressure_coefficient": "主动土压力系数K",
  "earth_pressure": "墙后土压力",
  "groundwater_pressure": "地下水压力",
  "inner_water_pressure": "墙内水压力",
  "total_pressure": "侧墙计算合力",
  "bending_moment": "墙根弯矩",
  "effective_height_mm": "截面有效高度",
  "resistance_coefficient": "截面抵抗矩系数αs",
  "compression_zone_height_ratio": "受压区高度系数ε",
  "required_steel_area_mm2": "所需钢筋面积",
  "provided_steel_area_mm2": "实配钢筋面积",
  "steel_ratio_percent": "计算配筋率",
  "stable": "配筋与稳定校核",
  "total_area": "总过水面积",
  "total_wetted_perimeter": "总湿周",
  "composite_roughness": "综合糙率",
  "integral_flow": "整体法流量",
  "main_area": "深槽过水面积",
  "floodplain_area": "滩地过水面积",
  "main_flow": "深槽流量",
  "floodplain_flow": "滩地流量",
  "divided_flow": "分块法流量",
  "semicircle_radius": "半圆半径",
  "total_net_weight_kg": "钢筋净重",
  "total_gross_weight_kg": "含损耗钢筋毛重",
  "total_gross_weight_t": "含损耗钢筋毛重",
  "net_ratio_kg_per_m3": "净含钢量",
  "gross_ratio_kg_per_m3": "含损耗含钢量",
  "exposed_pipe_kpa": "明管临界外压",
  "buried_pipe_mpa": "埋管临界外压",
  "economic_section_mm2": "经济截面",
  "recommended_conductor": "推荐导线型号",
  "sustained_current_a": "持续工作电流",
  "selected_allowable_current_a": "推荐导线允许电流",
  "is_selected_sufficient": "导线载流量校核",
  "required_capacity_kva": "所需主变容量",
  "is_standard_sufficient": "标准容量校核",
  "max_load_by_demand_kw": "需用系数法最大负荷",
  "annual_energy_by_demand_kwh": "年耗电量",
  "load_by_growth_kw": "增长率法负荷",
  "selected_user_max_load_kw": "选定用户最大负荷",
  "system_supply_max_load_kw": "系统供电最大负荷",
  "system_generation_max_load_kw": "系统发电最大负荷",
  "drop_flow_parameter": "跌水流量参数D",
  "basin_length_m": "消力池长度",
  "sill_height_m": "消力坎高度",
  "tunnel_height_m": "隧洞高度",
  "arch_radius_m": "拱圈半径",
  "circular_diameter_m": "圆形隧洞直径",
  "short_tunnel_flow_m3s": "短洞计算流量",
  "long_tunnel_flow_m3s": "长洞计算流量",
  "culvert_height_m": "涵洞高度",
  "inner_depth_m": "涵内水深",
  "free_flow_m3s": "非淹没泄流量",
  "submerged_flow_m3s": "淹没泄流量",
  "mean_weir_head_m": "平均堰上水头",
  "side_weir_width_m": "侧堰计算宽度",
  "side_weir_flow_m3s": "侧堰泄流量"
}
LABELS.update({
  "allowed_velocity_m_s": "允许流速",
  "approach_velocity_m_s": "行近流速",
  "apron_coefficient": "海漫长度系数",
  "bed_elevation": "渠底高程",
  "design_water_level": "设计水位",
  "enlarged_depth": "加大流量水深",
  "enlarged_water_level": "加大流量水位",
  "excavation_depth": "挖方深度",
  "fill_height": "填方高度",
  "ground_elevation": "地面高程",
  "hook_length_m": "弯钩长度",
  "length_m": "长度",
  "lighting_coincidence_factor": "照明同时系数",
  "lighting_load_kw": "照明负荷",
  "minimum_depth": "最小流量水深",
  "minimum_water_level": "最小流量水位",
  "net_weight_kg": "钢筋净重",
  "root_count": "钢筋根数",
  "safety_submergence": "安全淹没系数",
  "single_bar_length_m": "单根钢筋长度",
  "slab_coefficient": "护坦厚度系数",
  "slope_ratio": "边坡系数",
  "station_no": "桩号",
  "top_elevation": "渠顶高程",
  "total_clear_width_m": "总净宽",
  "total_length_m": "总长度",
  "upstream_depth_m": "上游水深",
  "velocity_coefficient": "流速系数",
  "design_24h_rainfall_mm": "24h设计暴雨量",
  "flood_volume_m3": "洪水总量",
  "net_rainfall_mm": "净雨深",
  "peak_flow_coefficient": "洪峰流量系数",
  "peak_flow_m3s": "洪峰流量",
  "rainfall_decay_exponent": "暴雨递减指数",
  "rainfall_intensity_mm_h": "暴雨强度",
})

UNITS = {
  "irrigation_area_10k_mu": "万亩",
  "irrigation_modulus": "m³/(s·万亩)",
  "main_canal_efficiency": "",
  "branch_canal_efficiency": "",
  "lateral_canal_efficiency": "",
  "field_efficiency": "",
  "field_elevation": "m",
  "field_water_depth": "m",
  "channel_water_depth": "m",
  "structure_head_loss": "m",
  "extra_canal_head_loss": "m",
  "canal_segments": "长度m / 比降m/m",
  "design_flow": "m³/s",
  "allowable_velocity": "m/s",
  "allowable_suction_vacuum_m": "m",
  "atmospheric_pressure_pa": "Pa",
  "vapor_pressure_head_m": "m",
  "water_density_kg_m3": "kg/m³",
  "suction_velocity_m_s": "m/s",
  "suction_pipe_head_loss_m": "m",
  "gravity": "m/s²",
  "density_t_m3": "t/m³",
  "irrigation_modulus_m3_s_hm2": "m³/(s·hm²)",
  "guaranteed_irrigation_area_hm2": "hm²",
  "design_head_m": "m",
  "pump_efficiency_percent": "%",
  "density_kg_m3": "kg/m³",
  "design_flow_m3_s": "m³/s",
  "shaft_power_kw": "kW",
  "rated_speed_rpm": "r/min",
  "rated_flow_m3_s": "m³/s",
  "rated_head_m": "m",
  "double_suction": "",
  "river_velocity": "m/s",
  "canal_velocity": "m/s",
  "bottom_width": "m",
  "water_depth": "m",
  "side_slope": "",
  "roughness": "",
  "bed_slope": "m/m",
  "enlarge_coefficient": "",
  "soil_coefficient": "",
  "block_length": "m",
  "block_width": "m",
  "block_height": "m",
  "rock_lining_water_depth": "m",
  "coefficient": "",
  "minimum_flow": "m³/s",
  "flow": "m³/s",
  "alpha": "",
  "area_ratio": "",
  "channel_length": "m",
  "lining_coefficient": "",
  "catchment_area_km2": "km²",
  "erosion_modulus_t_km2": "t/(km²·年)",
  "service_life_years": "年",
  "dry_unit_weight_t_m3": "t/m³",
  "dam_body_height_m": "m",
  "upstream_slope": "",
  "downstream_slope": "",
  "curtain_constant_m": "m",
  "slope_coefficient": "",
  "slope_change_coefficient": "",
  "block_density_t_m3": "t/m³",
  "water_density_t_m3": "t/m³",
  "wind_speed_m_s": "m/s",
  "fetch_m": "m",
  "wave_period_s": "s",
  "gravity_m_s2": "m/s²",
  "pressure_on_gate_kN": "kN",
  "water_head_m": "m",
  "bearing_type": "",
  "sliding_support_friction": "",
  "sliding_bearing_f": "",
  "rolling_friction_coefficient": "",
  "wheel_radius_cm": "cm",
  "rolling_bearing_radius_cm": "cm",
  "roller_diameter_cm": "cm",
  "stopwater_friction": "",
  "stopwater_pressure_kN": "kN",
  "opening_safety_factor": "",
  "closing_safety_factor": "",
  "gate_weight_correction_open": "",
  "gate_weight_correction_close": "",
  "gate_weight_kN": "kN",
  "ballast_weight_kN": "kN",
  "downpull_kN": "kN",
  "water_column_weight_kN": "kN",
  "uplift_kN": "kN",
  "guarantee_flow": "m³/s",
  "working_head": "m",
  "output_coefficient": "",
  "ratio_coefficient": "",
  "average_annual_generation_10k_kwh": "万kWh",
  "annual_utilization_hours": "h",
  "pipe_diameter": "m",
  "upstream_level": "m",
  "downstream_level": "m",
  "axis_angle_deg": "°",
  "is_round_pipe": "",
  "square_side_length": "m",
  "air_flow": "m³/s",
  "flow_coefficient": "",
  "elastic_modulus_mpa": "MPa",
  "safety_factor": "",
  "wall_thickness": "m",
  "velocity": "",
  "diameter": "m",
  "length": "m",
  "roughness_mm": "mm",
  "local_loss_coefficient": "",
  "kinematic_viscosity": "m²/s",
  "flow_m3s": "m³/s",
  "entrance_head_m": "m",
  "added_head_m": "m",
  "chute_slope": "m/m",
  "downstream_depth_m": "m",
  "drop_height_m": "m",
  "entrance_coefficient": "",
  "contraction_coefficient": "",
  "entrance_side_slope": "",
  "upstream_normal_depth_m": "m",
  "safety_freeboard_m": "m",
  "water_level_difference_m": "m",
  "shape_width_coefficient": "",
  "pier_coefficient": "",
  "bridge_deck_thickness_m": "m",
  "design_area": "m²",
  "hydraulic_radius": "m",
  "wetted_perimeter": "m",
  "design_wetted_perimeter": "m",
  "design_hydraulic_radius": "m",
  "critical_depth": "m",
  "friction_loss": "m",
  "local_loss": "m",
  "total_loss": "m",
  "headwater_elevation": "m",
  "canal_head_loss": "m",
  "gross_flow": "m³/s",
  "net_flow": "m³/s",
  "check_flow": "m³/s",
  "unit_discharge": "m²/s",
  "unit_width_flow": "m²/s",
  "top_width": "m",
  "rock_lining_velocity": "m/s",
  "soil_velocity": "m/s",
  "minimum_submergence_depth": "m",
  "soil_friction_angle_deg": "°",
  "soil_unit_weight": "kN/m³",
  "wall_height": "m",
  "groundwater_depth": "m",
  "water_unit_weight": "kN/m³",
  "channel_inner_water_depth": "m",
  "concrete_fc": "MPa",
  "wall_thickness_mm": "mm",
  "cover_thickness_mm": "mm",
  "steel_diameter_mm": "mm",
  "steel_fy": "MPa",
  "steel_spacing_mm": "mm",
  "total_depth": "m",
  "main_depth": "m",
  "main_bottom_width": "m",
  "left_floodplain_width": "m",
  "right_floodplain_width": "m",
  "water_width": "m",
  "concrete_volume_m3": "m³",
  "loss_rate_percent": "%",
  "first_bed_elevation": "m",
  "wall_thickness_m": "m",
  "steel_yield_strength_mpa": "MPa",
  "steel_elastic_modulus_mpa": "MPa",
  "max_load_kw": "kW",
  "rated_voltage_kv": "kV",
  "economic_current_density_a_mm2": "A/mm²",
  "allowable_temperature_c": "℃",
  "generator_total_active_power_kw": "kW",
  "bus_minimum_load_kw": "kW",
  "standard_capacity_sum_kva": "kVA",
  "installed_load_kw": "kW",
  "max_load_utilization_hours": "h",
  "base_load_kw": "kW",
  "annual_growth_rate_percent": "%",
  "forecast_years": "年",
  "grid_loss_rate_percent": "%",
  "plant_use_rate_percent": "%",
  "downstream_channel_width_m": "m",
  "upstream_head_m": "m",
  "arch_angle_deg": "°",
  "pressure_section_area_m2": "m²",
  "pressure_head_correction_m": "m",
  "culvert_depth_m": "m",
  "weir_width_m": "m",
  "approach_depth_m": "m",
  "diversion_angle_deg": "°",
  "upstream_weir_head_m": "m",
  "downstream_weir_head_m": "m",
  "earth_pressure": "kN/m",
  "groundwater_pressure": "kN/m",
  "inner_water_pressure": "kN/m",
  "total_pressure": "kN/m",
  "bending_moment": "kN·m/m",
  "effective_height_mm": "mm",
  "required_steel_area_mm2": "mm²/m",
  "provided_steel_area_mm2": "mm²/m",
  "steel_ratio_percent": "%",
  "total_area": "m²",
  "total_wetted_perimeter": "m",
  "integral_flow": "m³/s",
  "main_area": "m²",
  "floodplain_area": "m²",
  "main_flow": "m³/s",
  "floodplain_flow": "m³/s",
  "divided_flow": "m³/s",
  "semicircle_radius": "m",
  "total_net_weight_kg": "kg",
  "total_gross_weight_kg": "kg",
  "total_gross_weight_t": "t",
  "net_ratio_kg_per_m3": "kg/m³",
  "gross_ratio_kg_per_m3": "kg/m³",
  "exposed_pipe_kpa": "kPa",
  "buried_pipe_mpa": "MPa",
  "economic_section_mm2": "mm²",
  "sustained_current_a": "A",
  "selected_allowable_current_a": "A",
  "required_capacity_kva": "kVA",
  "max_load_by_demand_kw": "kW",
  "annual_energy_by_demand_kwh": "kWh",
  "load_by_growth_kw": "kW",
  "selected_user_max_load_kw": "kW",
  "system_supply_max_load_kw": "kW",
  "system_generation_max_load_kw": "kW",
  "basin_length_m": "m",
  "sill_height_m": "m",
  "tunnel_height_m": "m",
  "arch_radius_m": "m",
  "circular_diameter_m": "m",
  "short_tunnel_flow_m3s": "m³/s",
  "long_tunnel_flow_m3s": "m³/s",
  "culvert_height_m": "m",
  "inner_depth_m": "m",
  "free_flow_m3s": "m³/s",
  "submerged_flow_m3s": "m³/s",
  "mean_weir_head_m": "m",
  "side_weir_width_m": "m",
  "side_weir_flow_m3s": "m³/s"
}
