def well_vars(app):
ins = app.station.well
ins.shape = v.Logic(app, 'rectangle', 'shape', '2', dan_shape,
app.ui_set_shape)
ins.config = v.Logic(app, 'singlerow', 'pump_configuration', '3',
dan_configuration, None)
ins.length = v.P_Float(app, 0.0, 'well_length', '6')
ins.width = v.P_Float(app, 0.0, 'well_width', '7')
ins.diameter = v.P_Float(app, 0.0, 'well_diameter', '8')
def station_vars(app):
ins = app.station
ins.reserve_pumps = v.Logic(app, 'optimal', 'reserve_pumps', '4',
dan_reserve, None)
ins.minimal_sewage_level = v.P_Float(app, 0.0, 'minimal_sewage_level', '9')
ins.ord_terrain = v.P_Float(app, 0.0, 'ordinate_terrain', '10')
ins.ord_outlet = v.P_Float(app, 0.0, 'ordinate_outlet', '11')
ins.ord_inlet = v.P_Float(app,
0.0,
'ordinate_inlet',
'12',
fig_depend="schema")
ins.ord_bottom = v.P_Float(app, 0.0, 'ordinate_bottom', '13')
ins.difference_in_start = v.P_Float(app, 0.0, 'difference_in_start', '14')
ins.ord_highest_point = v.P_Float(app, 0.0, 'ordinate_highest_point', '15')
ins.ord_upper_level = v.P_Float(app,
0.0,
'ordinate_final_table',
'16',
fig_depend="schema")
ins.inflow_min = v.Flow(app,
0.0,
'inflow_min',
'33',
'inflow_unit',
fig_depend="pump_char")
ins.inflow_max = v.Flow(app,
0.0,
'inflow_max',
'34',
'inflow_unit',
fig_depend="pump_char")
def pump_vars(app):
ins = app.station.pump
ins.contour = v.P_Float(app, 0.0, 'pump_contour', '5')
ins.cycle_time = v.P_Float(app, 0.0, 'work_cycle', '35')
ins.efficiency_from = v.Flow(app,
0.0,
'pump_efficiency_from',
'39',
'pump_flow_unit',
fig_depend="pump_char")
ins.efficiency_to = v.Flow(app,
0.0,
'pump_efficiency_to',
'40',
'pump_flow_unit',
fig_depend="pump_char")
ins.characteristic = v.PumpCharacteristic(app, 'Treeview_Pump',
['37', '38'], 'pump_flow_unit')
def ins_pipe_vars(app):
ins = app.station.ins_pipe
ins.length = v.P_Float(app,
0.0,
'length_discharge_pipe',
'28',
fig_depend="pipe_char")
ins.diameter = v.P_Float(app,
0.0,
'diameter_discharge_pipe',
'29',
fig_depend="pipe_char")
ins.roughness = v.P_Float(app,
0.0,
'roughness_discharge_pipe',
'30',
fig_depend="pipe_char")
ins.resistance = v.Resistance(app, '', 'resistance_discharge_pipe', '32')
ins.l_res_coef = 0.6
def out_pipe_vars(app):
ins = app.station.out_pipe
ins.parallels = v.P_Int(app, 0, 'number_of_collectors', '41')
ins.length = v.P_Float(app,
0.0,
'length_collector',
'42',
fig_depend="pipe_char")
ins.diameter = v.P_Float(app,
0.0,
'diameter_collector',
'43',
fig_depend="pipe_char")
ins.roughness = v.P_Float(app,
0.0,
'roughness_collector',
'44',
fig_depend="pipe_char")
ins.resistance = v.Resistance(app, '', 'resistance_collector', '47')