示例#1
0
def test_CoRemoval_load():
    dict1 = {'Tank': {0: [0.75, 0.15]}}
    dict2 = {'Tank': {1: 0.15}}
    conc = []
    conc1 = []
    flow = []
    flow1 = []
    with Simulation("./inps/tank_variableinflow_notreatment.inp") as sim:
        CO = Node_Quality(sim, dict1)
        CR = Node_Quality(sim, dict2)
        Outfall = Nodes(sim)["Outfall"]
        for step in sim:
            CR.ConstantRemoval()
            CO.CoRemoval()
            c = Outfall.pollut_quality
            conc.append(c['P1'])
            flow.append(sim._model.getNodeResult("Outfall", 0))
        load = [a * b for a, b in zip(conc, flow)]
        cum_load = np.cumsum(load)
    with Simulation("./inps/tank_variableinflow_coremoval.inp") as sim:
        Outfall = Nodes(sim)["Outfall"]
        for step in sim:
            c = Outfall.pollut_quality
            conc1.append(c['P1'])
            flow1.append(sim._model.getNodeResult("Outfall", 0))
        load1 = [a * b for a, b in zip(conc1, flow1)]
        cum_load1 = np.cumsum(load1)
    error = (cum_load1[-1] / cum_load[-1]) / cum_load1[-1]
    print(error)
    assert error <= 0.03
示例#2
0
def test_CoRemoval_conc():
    dict1 = {'Tank': {0: [0.75, 0.15]}}
    dict2 = {'Tank': {1: 0.15}}
    conc_P1 = []
    con_P1 = []
    with Simulation("./inps/tank_variableinflow_notreatment2.inp") as sim:
        CO = Node_Quality(sim, dict1)
        CR = Node_Quality(sim, dict2)
        Tank = Nodes(sim)["Tank"]
        for step in sim:
            CR.ConstantRemoval()
            CO.CoRemoval()
            c = Tank.pollut_quality
            conc_P1.append(c['P1'])
    with Simulation("./inps/tank_variableinflow_coremoval.inp") as sim:
        Tank = Nodes(sim)["Tank"]
        for step in sim:
            co = Tank.pollut_quality
            con_P1.append(co['P1'])
    error = mse(con_P1, conc_P1[1:])
    print(error)
    assert error <= 0.03