新增爆管位置检测模块及相关API接口

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2026-03-06 15:27:59 +08:00
parent 63d3458fb4
commit b83b895e2b
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"""漏损模拟模块。"""
import math
import sys
import pandas as pd
import wntr
_PIPE2LEAKNODE = None
def simple_add_leak(wn, leak_mag, leak_pipe):
whole_inf = dict()
leak_pipe_self = wn.get_link(leak_pipe)
pipe_diameter = leak_pipe_self.diameter
pipe_length = leak_pipe_self.length
pipe_roughness = leak_pipe_self.roughness
pipe_minor_loss = leak_pipe_self.minor_loss
# pipe_status = leak_pipe_self.status
# pipe_check_valve = leak_pipe_self.check_valve
pipe_start_node = leak_pipe_self.start_node_name
pipe_end_node = leak_pipe_self.end_node_name
# close the pipe
# leak_pipe_self.status = 'Closed'
wn.remove_link(leak_pipe)
# add the pipe
add_pipe1 = leak_pipe + "A"
add_pipe2 = leak_pipe + "B"
add_node = leak_pipe + "_"
start_n = wn.get_node(pipe_start_node)
end_n = wn.get_node(pipe_end_node)
if start_n.node_type == "Reservoir":
end_n_elevation = end_n.elevation
start_n_elevation = end_n_elevation
elif end_n.node_type == "Reservoir":
start_n_elevation = start_n.elevation
end_n_elevation = start_n_elevation
else:
end_n_elevation = end_n.elevation
start_n_elevation = start_n.elevation
elevation_self = (start_n_elevation + end_n_elevation) / 2
coordinates_self = (
(start_n.coordinates[0] + end_n.coordinates[0]) / 2,
(start_n.coordinates[1] + end_n.coordinates[1]),
)
wn.add_junction(
add_node, base_demand=0, elevation=elevation_self, coordinates=coordinates_self
)
leak_node = wn.get_node(add_node)
wn.add_pipe(
add_pipe1,
start_node_name=pipe_start_node,
end_node_name=add_node,
length=pipe_length / 2,
diameter=pipe_diameter,
roughness=pipe_roughness,
minor_loss=pipe_minor_loss,
)
wn.add_pipe(
add_pipe2,
start_node_name=pipe_end_node,
end_node_name=add_node,
length=pipe_length / 2,
diameter=pipe_diameter,
roughness=pipe_roughness,
minor_loss=pipe_minor_loss,
)
# simulation
leak_node.add_demand(base=leak_mag, pattern_name="add_leak")
whole_inf["leak_node_name"] = add_node
whole_inf["add_pipe1"] = add_pipe1
whole_inf["add_pipe2"] = add_pipe2
whole_inf["leak_pipe"] = leak_pipe
whole_inf["pipe_start_node"] = pipe_start_node
whole_inf["pipe_end_node"] = pipe_end_node
whole_inf["pipe_length"] = pipe_length
whole_inf["pipe_diameter"] = pipe_diameter
whole_inf["pipe_roughness"] = pipe_roughness
whole_inf["pipe_minor_loss"] = pipe_diameter
return wn, whole_inf, add_pipe1
def simple_recover_wn(wn, whole_inf):
leak_node = wn.get_node(whole_inf["leak_node_name"])
del leak_node.demand_timeseries_list[-1]
# update
wn.remove_link(whole_inf["add_pipe1"])
wn.remove_link(whole_inf["add_pipe2"])
wn.remove_node(whole_inf["leak_node_name"])
# open the pipe
# leak_pipe_self.status = 'Open'
wn.add_pipe(
whole_inf["leak_pipe"],
start_node_name=whole_inf["pipe_start_node"],
end_node_name=whole_inf["pipe_end_node"],
length=whole_inf["pipe_length"],
diameter=whole_inf["pipe_diameter"],
roughness=whole_inf["pipe_roughness"],
minor_loss=whole_inf["pipe_minor_loss"],
)
return wn
def disable_all_controls_temporarily(wn):
"""返回(控制名, 控制对象)的列表,之后可用 restore_controls 还原。"""
removed = []
# WNTR 的控制都在 wn.control_name_list / wn.get_control / wn.remove_control
for cname in list(wn.control_name_list):
ctrl = wn.get_control(cname)
removed.append((cname, ctrl))
wn.remove_control(cname)
return removed
def restore_controls(wn, removed):
"""把先前禁用的控制全部加回去。"""
for cname, ctrl in removed:
wn.add_control(cname, ctrl)
def set_pipe2leaknode_mapping(mapping):
global _PIPE2LEAKNODE
_PIPE2LEAKNODE = mapping
def _get_or_create_leak_demand_ts(leak_node):
"""
返回:泄漏专用 demand 的下标 idx。
若不存在,以 category='leak' 新建一条 base=0.0 的 demand。
"""
# 先尝试找到已有的 'leak' 分类
for i, ts in enumerate(leak_node.demand_timeseries_list):
# WNTR 的 Demand object 存在 category 属性
if getattr(ts, "category", None) == "leak":
return i
# 没有则新建(base=0.0,后续临时改 base_value
leak_node.add_demand(base=0.0, pattern_name=None, category="leak")
return len(leak_node.demand_timeseries_list) - 1
def ensure_mid_node(wn, leak_pipe):
add_pipe1 = f"{leak_pipe}A"
add_pipe2 = f"{leak_pipe}B"
add_node = f"{leak_pipe}__mid"
if add_node in wn.node_name_list:
return add_node
if leak_pipe in wn.link_name_list:
leak_pipe_self = wn.get_link(leak_pipe)
pipe_diameter = leak_pipe_self.diameter
pipe_length = leak_pipe_self.length
pipe_roughness = leak_pipe_self.roughness
pipe_minor_loss = leak_pipe_self.minor_loss
pipe_start_node = leak_pipe_self.start_node_name
pipe_end_node = leak_pipe_self.end_node_name
start_n = wn.get_node(pipe_start_node)
end_n = wn.get_node(pipe_end_node)
if start_n.node_type == "Reservoir":
end_elev = end_n.elevation
start_elev = end_elev
elif end_n.node_type == "Reservoir":
start_elev = start_n.elevation
end_elev = start_elev
else:
end_elev = end_n.elevation
start_elev = start_n.elevation
elev_mid = (start_elev + end_elev) / 2.0
x_mid = (start_n.coordinates[0] + end_n.coordinates[0]) / 2.0
y_mid = (start_n.coordinates[1] + end_n.coordinates[1]) / 2.0
wn.remove_link(leak_pipe)
wn.add_junction(
add_node, base_demand=0.0, elevation=elev_mid, coordinates=(x_mid, y_mid)
)
wn.add_pipe(
add_pipe1,
start_node_name=pipe_start_node,
end_node_name=add_node,
length=pipe_length / 2.0,
diameter=pipe_diameter,
roughness=pipe_roughness,
minor_loss=pipe_minor_loss,
)
wn.add_pipe(
add_pipe2,
start_node_name=add_node,
end_node_name=pipe_end_node,
length=pipe_length / 2.0,
diameter=pipe_diameter,
roughness=pipe_roughness,
minor_loss=pipe_minor_loss,
)
return add_node
# 若 A/B 已存在但中点不在,建议确认网络一致性
raise KeyError(f"Cannot ensure mid node for pipe '{leak_pipe}'.")
def leak_simulation_pipe_dd_multi_pf(wn, leak_mag, leak_pipe, sensor_name):
"""
优化版:
- 不再 remove/add link/node
- 直接在预插入的中点泄漏节点上设置 base_demand = leak_mag;仿真后设回 0
"""
wn.options.hydraulic.demand_model = "DD"
# 确保中点节点存在
leak_node_name = ensure_mid_node(wn, leak_pipe)
leak_node = wn.get_node(leak_node_name)
# 拿到泄漏专用的 demand time-series 下标
leak_idx = _get_or_create_leak_demand_ts(leak_node)
ts_obj = leak_node.demand_timeseries_list[leak_idx]
# 记录原值(通常是 0.0
orig_base = ts_obj.base_value
try:
# 打开泄漏:只改 base_value,不碰 base_demand(只读)
ts_obj.base_value = float(leak_mag)
# 仿真
sim = wntr.sim.EpanetSimulator(wn)
results = sim.run_sim()
# 输出(保持列顺序)
pressure_output = results.node["pressure"].loc[:, sensor_name]
# flow_output = results.link['flowrate'].loc[:, sensor_f_name]
return wn, pressure_output
finally:
# 关闭泄漏:还原 base_value
ts_obj.base_value = orig_base
def prepare_leak_infrastructure(wn, candidate_pipes):
"""
把 candidate_pipes 每条管段切成两段,并在中点插入一个泄漏节点(base_demand=0)。
返回一个映射:pipe_id -> leak_node_name
注意:只做一次;后续仿真通过在该节点设置 base_demand 实现“打开泄漏”,结束后恢复为 0。
"""
pipe2leaknode = {}
for leak_pipe in candidate_pipes:
if leak_pipe in pipe2leaknode:
continue
leak_pipe_self = wn.get_link(leak_pipe)
pipe_diameter = leak_pipe_self.diameter
pipe_length = leak_pipe_self.length
pipe_roughness = leak_pipe_self.roughness
pipe_minor_loss = leak_pipe_self.minor_loss
pipe_start_node = leak_pipe_self.start_node_name
pipe_end_node = leak_pipe_self.end_node_name
# 计算中点高程/坐标(与原逻辑一致)
start_n = wn.get_node(pipe_start_node)
end_n = wn.get_node(pipe_end_node)
if start_n.node_type == "Reservoir":
end_elev = end_n.elevation
start_elev = end_elev
elif end_n.node_type == "Reservoir":
start_elev = start_n.elevation
end_elev = start_elev
else:
end_elev = end_n.elevation
start_elev = start_n.elevation
elev_mid = (start_elev + end_elev) / 2.0
x_mid = (start_n.coordinates[0] + end_n.coordinates[0]) / 2.0
y_mid = (start_n.coordinates[1] + end_n.coordinates[1]) / 2.0
# 先删原管,再加中点与两段半长管(只做一次)
wn.remove_link(leak_pipe)
add_pipe1 = f"{leak_pipe}A"
add_pipe2 = f"{leak_pipe}B"
add_node = f"{leak_pipe}__mid" # 唯一命名,后面直接用它当泄漏节点
wn.add_junction(
add_node, base_demand=0.0, elevation=elev_mid, coordinates=(x_mid, y_mid)
)
wn.add_pipe(
add_pipe1,
start_node_name=pipe_start_node,
end_node_name=add_node,
length=pipe_length / 2.0,
diameter=pipe_diameter,
roughness=pipe_roughness,
minor_loss=pipe_minor_loss,
)
wn.add_pipe(
add_pipe2,
start_node_name=add_node,
end_node_name=pipe_end_node,
length=pipe_length / 2.0,
diameter=pipe_diameter,
roughness=pipe_roughness,
minor_loss=pipe_minor_loss,
)
pipe2leaknode[leak_pipe] = add_node
return pipe2leaknode
def normal_simulation_pf(
wn, drive_mode, sensor_name, sensor_f_name, inp_time, require_p, minimum_p
):
# inp_time = 0
if drive_mode == "PDD": # 需水量根据节点压力动态调整
wn.options.hydraulic.demand_model = "PDD"
wn.options.hydraulic.required_pressure = require_p
wn.options.hydraulic.minimum_pressure = minimum_p
elif drive_mode == "DD": # 需水量固定,与压力无关
wn.options.hydraulic.demand_model = "DD"
sim = wntr.sim.EpanetSimulator(wn)
results = sim.run_sim()
pressure_all = results.node["pressure"][sensor_name]
pressure = pressure_all.iloc[inp_time]
demand_all = results.node["demand"]
demand = demand_all.iloc[inp_time]
sum_demand = cal_sum_demand(demand)
flow_all = results.link["flowrate"][sensor_f_name]
flow = flow_all.iloc[inp_time]
top_sensor = pressure.idxmin()
basic_p = results.node["pressure"]
basic_p = basic_p.iloc[inp_time]
return pressure, flow, basic_p, top_sensor, sum_demand
def normal_simulation_multi_pf(
wn, drive_mode, sensor_name, sensor_f_name, require_p, minimum_p
):
# inp_time = 0
if drive_mode == "PDD":
wn.options.hydraulic.demand_model = "PDD"
wn.options.hydraulic.required_pressure = require_p
wn.options.hydraulic.minimum_pressure = minimum_p
elif drive_mode == "DD":
wn.options.hydraulic.demand_model = "DD"
sim = wntr.sim.EpanetSimulator(wn)
results = sim.run_sim()
pressure_all = results.node["pressure"][sensor_name]
pressure = pressure_all
demand_all = results.node["demand"]
demand = demand_all
flow = results.link["flowrate"][sensor_f_name]
sum_demand = pd.Series(dtype=object)
for i in range(len(demand.index)):
sum_demand[str(demand.index[i])] = cal_sum_demand(demand.iloc[i])
if type(pressure) == pd.core.series.Series:
top_sensor = pressure.idxmin()
else:
mean_pressure = pressure.mean()
top_sensor = mean_pressure.idxmin()
basic_p = results.node["pressure"]
return pressure, flow, basic_p, top_sensor, sum_demand
def simple_simulation_pf(wn, sensor_name, sensor_f_name, leak_pipe, add_pipe1):
sim = wntr.sim.EpanetSimulator(wn)
results = sim.run_sim()
pressure_all = results.node["pressure"][sensor_name]
if len(leak_pipe) > 0 and leak_pipe in sensor_f_name:
f_sensor_name = [add_pipe1 if i == leak_pipe else i for i in sensor_f_name]
flow_all = results.link["flowrate"][f_sensor_name]
flow_all.columns = sensor_f_name
else:
flow_all = results.link["flowrate"][sensor_f_name]
return pressure_all, flow_all
def cal_sum_demand(demand):
sum_demand = 0
for i in range(len(demand)):
if demand.iloc[i] > 0:
sum_demand += demand.iloc[i]
return sum_demand
def cal_signature_pipe_multi_pf(
wn, leak_mag, candidate_center, timestep_list, sensor_name
):
candidate_center_num = len(candidate_center)
pressure_leak = pd.DataFrame(
index=pd.MultiIndex.from_product([candidate_center, timestep_list]),
columns=sensor_name,
)
# flow_leak = pd.DataFrame(index=pd.MultiIndex.from_product([candidate_center, timestep_list]),
# columns=sensor_f_name)
pressure_leak = pressure_leak.sort_index()
# flow_leak = flow_leak.sort_index()
for i in range(candidate_center_num):
wn, pressure_output = leak_simulation_pipe_dd_multi_pf(
wn, leak_mag, candidate_center[i], sensor_name
)
# leak_or_not_list.append(leak_or_not)
pressure_leak.loc[candidate_center[i]].loc[:, :] = pressure_output
# flow_leak.loc[candidate_center[i]].loc[:, :] = flow_output
sys.stdout.write("\r" + "已经完成计算" + str(i + 1) + "个特征中心")
return pressure_leak, candidate_center
def pick_pipe(all_pipes, pipe_diameter, limited_diameter):
candidate_pipe = []
for each_pipe in all_pipes:
if pipe_diameter[each_pipe] >= limited_diameter:
candidate_pipe.append(each_pipe)
return candidate_pipe
def cal_possible_pipe(leak_flow, all_pipe, pipe_diameter):
basic_pressure = 10 # 基础压力
discharge_coeff = 0.6 # 经验系数
break_area_ratio = 1 # 爆管面积比 0.5 1.25
break_area = leak_flow / (
discharge_coeff * math.sqrt(2 * basic_pressure * 9.81)
) # 爆管面积 m3/h
"""break_area_diameter = math.sqrt(4 * break_area / math.pi)
min_diameter = (math.ceil(1000 * break_area_diameter / break_area_ratio)) / 1000"""
break_area_diameter = math.sqrt(
4 * break_area / math.pi / break_area_ratio
) # 爆管直径
min_diameter = (math.ceil(1000 * break_area_diameter)) / 1000 # 向上取整
new_all_pipe = pick_pipe(all_pipe, pipe_diameter, min_diameter)
return new_all_pipe, min_diameter
def extract_links(data, link_types, direction):
return [
link
for res_data in data.values()
for link_type in link_types
for link in res_data[link_type][direction]
]
class LeakSimulator:
@staticmethod
def simple_add_leak(*args, **kwargs):
return simple_add_leak(*args, **kwargs)
@staticmethod
def simple_recover_wn(*args, **kwargs):
return simple_recover_wn(*args, **kwargs)
@staticmethod
def leak_simulation_pipe_dd_multi_pf(*args, **kwargs):
return leak_simulation_pipe_dd_multi_pf(*args, **kwargs)
@staticmethod
def normal_simulation_pf(*args, **kwargs):
return normal_simulation_pf(*args, **kwargs)
@staticmethod
def normal_simulation_multi_pf(*args, **kwargs):
return normal_simulation_multi_pf(*args, **kwargs)
@staticmethod
def simple_simulation_pf(*args, **kwargs):
return simple_simulation_pf(*args, **kwargs)
@staticmethod
def cal_sum_demand(*args, **kwargs):
return cal_sum_demand(*args, **kwargs)
@staticmethod
def cal_signature_pipe_multi_pf(*args, **kwargs):
return cal_signature_pipe_multi_pf(*args, **kwargs)
@staticmethod
def cal_possible_pipe(*args, **kwargs):
return cal_possible_pipe(*args, **kwargs)
@staticmethod
def pick_pipe(*args, **kwargs):
return pick_pipe(*args, **kwargs)
@staticmethod
def extract_links(*args, **kwargs):
return extract_links(*args, **kwargs)