def getResidulSqure_EPA(MeaData):
errcode = et.ENopen(ResultInp, "BUFF.rpt", "")
errcode = et.ENsolveH()
ResidulSqure = {}
ResidulSqure['Res'] = {}
ResidulSqure['P'] = {}
ResidulSqure['F'] = {}
residul = []
for id in ResID:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, value] = et.ENgetnodevalue(index, et.EN_DEMAND)
ResidulSqure['Res'][id] = (value - MeaData.Data['Res'][id])**2
residul.append(value - MeaData.Data['Res'][id])
for id in PreID:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, value] = et.ENgetnodevalue(index, et.EN_PRESSURE)
ResidulSqure['P'][id] = (value - MeaData.Data['P'][id])**2
residul.append(value - MeaData.Data['P'][id])
for id in FloID:
[errcode, index] = et.ENgetlinkindex(id)
[errcode, value] = et.ENgetlinkvalue(index, et.EN_FLOW)
ResidulSqure['F'][id] = (value - MeaData.Data['F'][id])**2
residul.append(value - MeaData.Data['F'][id])
errcode = et.ENclose()
return [ResidulSqure, residul]
def updateResult(self):
self.hyd_simulation()
#########update the calibrated value at sensors#########
Res = {}
P = {}
F = {}
for id in self.sensorID_Res:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, demand] = et.ENgetnodevalue(index, et.EN_DEMAND)
Res[id] = demand
for id in self.sensorID_P:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, pressure] = et.ENgetnodevalue(index, et.EN_PRESSURE)
P[id] = pressure
for id in self.sensorID_F:
[errcode, index] = et.ENgetlinkindex(id)
[errcode, flow] = et.ENgetlinkvalue(index, et.EN_FLOW)
F[id] = flow
self.cali_sensor['Res'] = Res
self.cali_sensor['P'] = P #Save the simulated sensor pressure
self.cali_sensor['F'] = F #Save the simulated sensor flow
#########update the calibrated nodal pressure and pipe flow rate#########
for index in range(self.demand_dim):
[errcode, pressure] = et.ENgetnodevalue(index + 1, et.EN_PRESSURE)
self.cali_nodal_p.append(pressure)
for index in range(Number_PIPES):
[errcode, flow] = et.ENgetlinkvalue(index + 1, et.EN_FLOW)
self.cali_pipe_f.append(flow)
self.getResidul()
def read_results_from_epanet(self):
#### Returning the head solutions (for the first time step, the only one accessible at the moment)
ret, no_nodes = epa.ENgetcount(epa.EN_NODECOUNT)
print 'Number of NODES in results file', no_nodes
for index in range(1, no_nodes + 1):
ret, idx = epa.ENgetnodeid(index)
ret, H0 = epa.ENgetnodevalue(index, epa.EN_HEAD)
ret, P0 = epa.ENgetnodevalue(index, epa.EN_PRESSURE)
ret, Demand = epa.ENgetnodevalue(index, epa.EN_DEMAND)
try:
#print Network.node_idx[idx].Name,idx
#if self.node_idx[idx].type == 'Node':
self.node_idx[idx].H_0 = float(H0)
self.node_idx[idx].P_0 = float(P0)
self.node_idx[idx].TranH = [float(H0)]
self.node_idx[idx].demand = float(Demand) / 1000.
except:
print 'Problem getting Head for Node:', idx
continue
#### Returning the flow solutions (for the first time step, the only one accessible at the moment)
ret, no_links = epa.ENgetcount(epa.EN_LINKCOUNT)
print 'Number of LINKS in results file', no_links
for index in range(1, no_links + 1):
ret, idx = epa.ENgetlinkid(index)
ret, Q0 = epa.ENgetlinkvalue(index, epa.EN_FLOW)
ret, V0 = epa.ENgetlinkvalue(index, epa.EN_VELOCITY)
ret, Headloss = epa.ENgetlinkvalue(index, epa.EN_HEADLOSS)
ret, Length = epa.ENgetlinkvalue(index, epa.EN_LENGTH)
ret, Diameter = epa.ENgetlinkvalue(index, epa.EN_DIAMETER)
ret, Roughness = epa.ENgetlinkvalue(index, epa.EN_ROUGHNESS)
#print Headloss,Length,Diameter,V0
#print 2*9.81*(Headloss/1000.)*Diameter / (Length * V0**2)
try:
self.link_idx[idx].Q_0 = float(Q0) / 1000. #Convert to m^3/s
except:
print 'Problem getting Flow or Velocity for link:', idx
try:
self.link_idx[idx].V_0 = float(V0)
except:
print 'Problem getting Velocity for link:', idx
try:
self.link_idx[idx].FF_0 = float(2 * 9.81 * (Headloss / 1000.) *
Diameter / (Length * V0**2))
except:
print 'Problem getting FF_0 for link:', idx
try:
self.link_idx[idx].roughness = Roughness
except:
print 'Problem getting Roughness for link:', idx
try:
self.link_idx[idx].headloss = Headloss
except:
print 'Problem getting Headloss for link:', idx
def setElevation(id,value):
errcode=et.ENopen(Inp,"BUFF.rpt","")
[errcode,index]=et.ENgetnodeindex(id)
[errcode,elevation]=et.ENgetnodevalue(index,et.EN_ELEVATION)
et.ENsetnodevalue(index,et.EN_ELEVATION,elevation+value)
errcode=et.ENsaveinpfile(InpCopy)
errcode=et.ENclose()
def get_pressure(self) -> float:
tmp = float(et.ENgetnodevalue(self.index, et.EN_PRESSURE)[1])
if not isnan(tmp):
return tmp
else:
print("Index: ", self.index, ", ID: ", self.id_)
input()
return 0.0
def getResidulSqure_EPA(MeaData):
errcode = et.ENopen(ResultInp, "BUFF.rpt", "")
errcode = et.ENsolveH()
ResidulSqure = {}
ResidulSqure['Res'] = {}
ResidulSqure['P'] = {}
ResidulSqure['F'] = {}
print_R_RES = 0
print_R_Pre = 0
print_R_Flo = 0
residul = []
for id in MeaData.ResID:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, value] = et.ENgetnodevalue(index, et.EN_DEMAND)
ResidulSqure['Res'][id] = (value - MeaData.Data['Res'][id])**2
print_R_RES = print_R_RES + ResidulSqure['Res'][id]
residul.append(value - MeaData.Data['Res'][id])
if (len(MeaData.ResID) > 0):
print_R_RES = print_R_RES / len(MeaData.ResID)
for id in MeaData.PreID:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, value] = et.ENgetnodevalue(index, et.EN_PRESSURE)
ResidulSqure['P'][id] = (value - MeaData.Data['P'][id])**2
print_R_Pre = print_R_Pre + ResidulSqure['P'][id]
residul.append(value - MeaData.Data['P'][id])
if (len(MeaData.PreID) > 0):
print_R_Pre = print_R_Pre / len(MeaData.PreID)
for id in MeaData.FloID:
[errcode, index] = et.ENgetlinkindex(id)
[errcode, value] = et.ENgetlinkvalue(index, et.EN_FLOW)
ResidulSqure['F'][id] = (value - MeaData.Data['F'][id])**2
print_R_Flo = print_R_Flo + ResidulSqure['F'][id]
residul.append(value - MeaData.Data['F'][id])
if (len(MeaData.FloID) > 0):
print_R_Flo = print_R_Flo / len(MeaData.FloID)
errcode = et.ENclose()
print('ave Squre error: Res Flo Pre')
print(' ' + str(print_R_RES) + ' ' + str(print_R_Flo) +
' ' + str(print_R_Pre))
return [ResidulSqure, residul]
def Import_EPANet_Results(self):
ret = epa.ENopen(self.filename, self.filename[:-3] + 'rep',
self.filename[:-3] + 'out')
#print ret
#### Opening the hydraulics results
ret = epa.ENopenH()
#print ret
ret = epa.ENinitH(0)
#print ret
#### Running the Hydraulics Solver
epa.ENrunH()
#### Returning the head solutions (for the first time step, the only one accessible at the moment)
## Only need to do this for the node elements at the moment as reservoirs don't change
ret, no_nodes = epa.ENgetcount(epa.EN_NODECOUNT)
print 'Number of NODES in results file', no_nodes
for index in range(1, no_nodes + 1):
ret, idx = epa.ENgetnodeid(index)
ret, H0 = epa.ENgetnodevalue(index, epa.EN_HEAD)
try:
#print Network.node_idx[idx].Name,idx
if self.node_idx[idx].type == 'Node':
self.node_idx[idx].H_0 = float(H0)
self.node_idx[idx].TranH = [float(H0)]
except:
print 'Problem getting Head for Node:', idx
continue
#### Returning the flow solutions (for the first time step, the only one accessible at the moment)
ret, no_links = epa.ENgetcount(epa.EN_LINKCOUNT)
print 'Number of LINKS in results file', no_links
for index in range(1, no_links + 1):
ret, idx = epa.ENgetlinkid(index)
ret, Q0 = epa.ENgetlinkvalue(index, epa.EN_FLOW)
ret, V0 = epa.ENgetlinkvalue(index, epa.EN_VELOCITY)
ret, Headloss = epa.ENgetlinkvalue(index, epa.EN_HEADLOSS)
ret, Length = epa.ENgetlinkvalue(index, epa.EN_LENGTH)
ret, Diameter = epa.ENgetlinkvalue(index, epa.EN_DIAMETER)
#print Headloss,Length,Diameter,V0
#print 2*9.81*(Headloss/1000.)*Diameter / (Length * V0**2)
try:
self.link_idx[idx].Q_0 = float(Q0) / 1000. #Convert to m^3/s
self.link_idx[idx].V_0 = float(V0)
self.link_idx[idx].FF_0 = float(2 * 9.81 * (Headloss / 1000.) *
Diameter / (Length * V0**2))
#self.link_idx[idx].R = float((Headloss/1000.) / (np.pi*Diameter/4. * Length * V0))
except:
print 'Problem getting Flow or Velocity for link:', idx
continue
def getSensorValue(self):
self.hyd_simulation()
Res = {}
P = {}
F = {}
for id in self.sensorID_Res:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, demand] = et.ENgetnodevalue(index, et.EN_DEMAND)
Res[id] = demand
for id in self.sensorID_P:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, pressure] = et.ENgetnodevalue(index, et.EN_PRESSURE)
P[id] = pressure
for id in self.sensorID_F:
[errcode, index] = et.ENgetlinkindex(id)
[errcode, flow] = et.ENgetlinkvalue(index, et.EN_FLOW)
F[id] = flow
self.measured_sim['Res'] = Res
self.measured_sim['P'] = P #Save the simulated sensor pressure
self.measured_sim['F'] = F #Save the simulated sensor flow
def updateResult(self, ResultInp):
errcode = et.ENopen(ResultInp, 'r.rtp', '')
errcode = et.ENsolveH()
#########update the calibrated value at sensors#########
Res = {}
P = {}
F = {}
for id in self.sensorID_Res:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, demand] = et.ENgetnodevalue(index, et.EN_DEMAND)
Res[id] = demand
for id in self.sensorID_P:
[errcode, index] = et.ENgetnodeindex(id)
[errcode, pressure] = et.ENgetnodevalue(index, et.EN_PRESSURE)
P[id] = pressure
# for id in self.sensorID_F:
# [errcode,index]=et.ENgetlinkindex(id)
# [errcode,flow]=et.ENgetlinkvalue(index,et.EN_FLOW)
# F[id]=flow
self.cali_sensor['Res'] = Res
self.cali_sensor['P'] = P #Save the simulated sensor pressure
# self.cali_sensor['F']=F#Save the simulated sensor flow
#########update the calibrated nodal pressure and pipe flow rate#########
self.cali_demand_values = []
self.cali_nodal_p = [] #需要初始化
self.cali_pipe_f = []
for index in range(self.demand_dim):
[errcode, pressure] = et.ENgetnodevalue(index + 1, et.EN_PRESSURE)
self.cali_nodal_p.append(pressure)
[errcode, demand] = et.ENgetnodevalue(index + 1, et.EN_DEMAND)
self.cali_demand_values.append(demand)
for index in range(Number_PIPES):
[errcode, flow] = et.ENgetlinkvalue(index + 1, et.EN_FLOW)
self.cali_pipe_f.append(flow)
errcode = et.ENclose()
def Import_EPANet_Results(inp_filename, Network=None):
if Network == None:
Network = Import_EPANet_Geom(inp_filename)
ret = epa.ENopen(inp_filename, inp_filename[:-3] + 'rep',
inp_filename[:-3] + 'out')
#### Opening the hydraulics results
err(epa.ENopenH())
err(epa.ENinitH(0))
#### Running the Hydraulics Solver
epa.ENrunH()
#### Returning the head solutions (for the first time step, the only one accessible at the moment)
ret, no_nodes = epa.ENgetcount(epa.EN_NODECOUNT)
for index in range(1, no_nodes):
ret, idx = epa.ENgetnodeid(index)
ret, H0 = epa.ENgetnodevalue(index, epa.EN_HEAD)
try:
#print Network.node_idx[idx].Name,idx
Network.node_idx[idx].H_0 = H0
except:
print 'Problem getting Head for Node:', idx
continue
#### Returning the flow solutions (for the first time step, the only one accessible at the moment)
ret, no_links = epa.ENgetcount(epa.EN_LINKCOUNT)
for index in range(1, no_nodes):
ret, idx = epa.ENgetlinkid(index)
ret, Q0 = epa.ENgetlinkvalue(index, epa.EN_FLOW)
ret, V0 = epa.ENgetlinkvalue(index, epa.EN_VELOCITY)
try:
Network.link_idx[idx].Q_0 = Q0
Network.link_idx[idx].V_0 = V0
except:
print 'Problem getting Flow or Velocity for link:', idx
continue
def test_basic(self):
import os
from epanettools import epanet2 as et
from epanettools.examples import simple
file = os.path.join(os.path.dirname(simple.__file__),'Net3.inp')
ret=et.ENopen(file,"Net3.rpt","Net3.dat")
self.err(et,ret)
ret,result=et.ENgetcount(et.EN_LINKCOUNT)
# #links
assert (result==119)
ret,result=et.ENgetcount(et.EN_NODECOUNT)
# # nodes
assert(result==97)
node='105'
ret,index=et.ENgetnodeindex(node)
# index of node '105'
assert(index==12)
#
print(et.ENgetlinknodes(55))
assert all([i==j for i,j in zip(et.ENgetlinknodes(55),[0,5,46])])
ret,nnodes=et.ENgetcount(et.EN_NODECOUNT)
nodes=[]
pres=[]
time=[]
for index in range(1,nnodes):
ret,t=et.ENgetnodeid(index)
nodes.append(t)
t=[]
pres.append(t)
print(nodes)
assert(nodes==['10', '15', '20', '35', '40', '50',
'60', '601', '61', '101', '103', '105',
'107', '109', '111', '113', '115', '117',
'119', '120', '121', '123', '125', '127',
'129', '131', '139', '141', '143', '145',
'147', '149', '151', '153', '157', '159',
'161', '163', '164', '166', '167', '169',
'171', '173', '177', '179', '181', '183',
'184', '185', '187', '189', '191', '193',
'195', '197', '199', '201', '203', '204',
'205', '206', '207', '208', '209', '211',
'213', '215', '217', '219', '225', '229',
'231', '237', '239', '241', '243', '247',
'249', '251', '253', '255', '257', '259',
'261', '263', '265', '267', '269', '271',
'273', '275', 'River', 'Lake', '1', '2'])
self.err(et,et.ENopenH())
self.err(et,et.ENinitH(0))
while True :
ret,t=et.ENrunH()
time.append(t)
self.err(et,ret)
# Retrieve hydraulic results for time t
for i in range(0,len(nodes)):
ret,p=et.ENgetnodevalue(i+1, et.EN_PRESSURE )
pres[i].append(p)
ret,tstep=et.ENnextH()
self.err(et,ret)
if (tstep<=0):
break
ret=et.ENcloseH()
print(pres[12])
diffs=[abs(i-j) for i,j in zip(pres[12],
[54.085777282714844, 60.99293518066406,
63.03010940551758, 63.56983947753906,
66.80770874023438, 63.989463806152344,
63.49333190917969, 63.895835876464844,
63.440582275390625, 63.90030288696289,
63.43799591064453, 63.438758850097656,
63.03285598754883, 63.005157470703125,
63.1264533996582, 63.40403366088867,
56.72084045410156, 56.622596740722656,
56.47193908691406, 56.478843688964844,
56.27402114868164, 55.576839447021484,
55.0153923034668, 55.81755065917969,
55.200626373291016, 53.8864860534668,
55.024227142333984])]
print([i for i in diffs])
assert all([i<1.e-5 for i in diffs])
FileName = 'LeakTestNet.inp'
ret=et.ENopen(Directory+FileName,Directory + 'Temp.rpt',"")
et.ENopenH()
et.ENinitH(0)
time=[]
nodes={}
ret,nnodes=et.ENgetcount(et.EN_NODECOUNT)
for index in range(1,nnodes+1):
ret,t=et.ENgetnodeid(index)
nodes[t] = []
for index in range(1,nnodes):
ret,d = et.ENgetnodevalue(index,et.EN_BASEDEMAND)
if d == 0.0:
Pete = np.random.randint(1, 6)
#if Pete == 1:
ret1 = et.ENsetnodevalue(index, et.EN_PATTERN, 1)
ret2 = et.ENsetnodevalue(index,et.EN_BASEDEMAND,300.0)
#Net = EPANetSimulation(Directory+FileName,pdd=False)
#h=Node.value_type['EN_HEAD']
LeakNodes = ['CA81W6J9C0','CBEA1QV88R','CAFPFW92WV','CADXK24N13']
LeakNo = 3
LeakStartTime = 900*int(np.random.uniform(288,960))
print 'Leak Start',LeakStartTime
ret, no_nodes = epa.ENgetcount(
epa.EN_NODECOUNT) ## Getting the number of nodes in the file
Heads = {'Node': 'Head'} ##Initialising a dictionary to store the Head data in
Pressures = {
'Node': 'Pressure'
} ##Initialising a dictionary to store the Pressure data in
Demands = {
'Node': 'Demand'
} ##Initialising a dictionary to store the Demand data in
for i in range(1, no_nodes + 1):
ret, index = epa.ENgetnodeid(i) ## Getting the node name
ret, H0 = epa.ENgetnodevalue(
i, epa.EN_HEAD) ## getting the nodal head results
ret, P0 = epa.ENgetnodevalue(
i, epa.EN_PRESSURE) ## getting the nodal pressure results
ret, Demand = epa.ENgetnodevalue(
i, epa.EN_DEMAND) ## getting the nodal demand results
Heads[
index] = H0 ## putting the nodal head results into the heads dictionary
Pressures[
index] = P0 ## putting the nodal pressure results into the pressures dictionary
Demands[
index] = Demand ## putting the nodal demand results into the demands dictionary
f = open(FileName[:-3] + 'Initial.csv', 'wb')
writer = csv.DictWriter(f, Heads.keys())
writer.writeheader()
while True:
ret, t = et.ENrunH()
if t % 3600 != 0:
ret, tstep = et.ENnextH()
if (tstep <= 0):
break
else:
time.append(t)
#play with pump status to obtain diferent water level curves
ret = et.ENsetlinkvalue(Pump1, et.EN_STATUS, p_status_1[inc])
ret = et.ENsetlinkvalue(Pump2, et.EN_STATUS, p_status_2[inc])
ret, T1 = et.ENgetnodevalue(Tank1, et.EN_PRESSURE)
ret, T2 = et.ENgetnodevalue(Tank2, et.EN_PRESSURE)
ret, T3 = et.ENgetnodevalue(Tank3, et.EN_PRESSURE)
ret, P1 = et.ENgetlinkvalue(Pump1, et.EN_STATUS)
ret, P2 = et.ENgetlinkvalue(Pump2, et.EN_STATUS)
Pump_status1.append(P1)
Pump_status2.append(P2)
Tank_level1.append(T1)
Tank_level2.append(T2)
Tank_level3.append(T3)
ret, tstep = et.ENnextH()
inc = inc + 1
if (tstep <= 0):
break
ret = et.ENcloseH()
et.ENopenH()
et.ENinitH(0)
while True :
ret,t=et.ENrunH()
if t%3600!=0:
ret,tstep=et.ENnextH()
if (tstep<=0):
break
else:
time.append(t)
# Retrieve hydraulic results for time t
for i in range(0,len(nodes)):
ret,p=et.ENgetnodevalue(i+1, et.EN_PRESSURE )
pres[i].append(p)
ret,tstep=et.ENnextH()
a=et.ENsetlinkvalue(nlinks,et.EN_STATUS,1)
a,b=et.ENgetlinkvalue(nlinks,et.EN_STATUS)
pump.append(b)
if (tstep<=0):
break
ret=et.ENcloseH()
print([round(x,4) for x in pres[94]])
for i in range(0,len(time)):
print(time[i]/3600)
print(pump[i])
#play with pump status to obtain diferent water level curves
ret = et.ENsetlinkvalue(Pump_1A, et.EN_STATUS,
Pump_status_1A_2[inc])
ret = et.ENsetlinkvalue(Pump_2A, et.EN_STATUS, p_status_2A[inc])
ret = et.ENsetlinkvalue(Pump_3A, et.EN_STATUS, p_status_3A[inc])
ret = et.ENsetlinkvalue(Pump_4B, et.EN_STATUS,
Pump_status_4B_2[inc])
ret = et.ENsetlinkvalue(Pump_5C, et.EN_STATUS,
Pump_status_5C_2[inc])
ret = et.ENsetlinkvalue(Pump_6D, et.EN_STATUS,
Pump_status_6D_2[inc])
ret = et.ENsetlinkvalue(Pump_7F, et.EN_STATUS,
Pump_status_7F_2[inc])
ret, TA = et.ENgetnodevalue(Tank_A, et.EN_PRESSURE)
ret, P1A = et.ENgetlinkvalue(Pump_1A, et.EN_STATUS)
ret, P2A = et.ENgetlinkvalue(Pump_2A, et.EN_STATUS)
ret, P3A = et.ENgetlinkvalue(Pump_3A, et.EN_STATUS)
ret, TB = et.ENgetnodevalue(Tank_B, et.EN_PRESSURE)
ret, P4B = et.ENgetlinkvalue(Pump_4B, et.EN_STATUS)
ret, TC = et.ENgetnodevalue(Tank_C, et.EN_PRESSURE)
ret, P5C = et.ENgetlinkvalue(Pump_5C, et.EN_STATUS)
ret, TD = et.ENgetnodevalue(Tank_D, et.EN_PRESSURE)
ret, P6D = et.ENgetlinkvalue(Pump_6D, et.EN_STATUS)
ret, TE = et.ENgetnodevalue(Tank_E, et.EN_PRESSURE)
ret = et.ENopen(file_directory, "CTOWN.rpt", "")
es = EPANetSimulation(file_directory)
n = es.network.nodes
junction = 'J193'
pres = []
nodes = []
time = []
et.ENopenH()
et.ENinitH(0)
while True:
ret, t = et.ENrunH()
ret, p = et.ENgetnodevalue(n[junction].index, et.EN_PRESSURE)
print t, p
ret, t_step = et.ENnextH()
if t % 3600 == 0:
time.append(t / 3600)
pres.append(p)
if t_step <= 0:
break
et.ENcloseH()
plt.plot(time, pres)
plt.grid()
plt.xlabel('Time (hr)')
plt.ylabel('Pressure (psi)')
plt.show()
