Hello, I am modelling a pumping main from treatment plant to the elevated reservoir. The treatment plant is modeled as reservoir whereas the destination (elevated reservoir) is modeled as tank. The properties of pump is design 1 point with flow as 215 m3/hr at an head of 48 m. The demand required to the tank (elevated reservoir) is 232.22 m3/hr. We have to place junctions at every 30 m interval with no demand, only elevation for which total junctions are 88. As the pump flow is 215 m3/hr and demand for the tank is 232.22 m3/hr, flow in the tank is 254 m3/hr. Please help me to find this error of extra flow of 22 m3/hr. Also suggest the solution for this and help me to model it in a correct way. Note:- The flow in the tank must be 232.22 m3/hr, but the pump is pumping with a flow of 254 m3/hr. Regards, Vidit Deshmukh
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