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Can somebody tell me if I am wrong... In Epanet you have Base demand, Demand multiplier and Demand Pattern. What is what? Can I treat Base demand as Daily average consumption (Qd,av), Base Demand x Demand Multiplier as Daily maximum (Qd,max) and Base Demand x Demand Pattern as hourly maximum...

Hydrae thanks a lot... truth is that sometimes Epanet is a little bet "stupid" but it is free :) Also this with 'controls' is sometimes problematic and it is really question if it will respond on each 'rule'...

RWF7437, I have found the answer on my question... I'll not post a diagram, I don't need it for now... Thank you!

RWF7437, it is real system and because inlet pipe is on 1m below top of the tank and outlet pipe is on 1m above bottom of the tank. It is so complicated system... when pumps are working, they are pumping water through 2 main pipe lines. One is going directly to the tank and second is going...

Hello to everyone, If i connect pipe to the tank... where is really that connection point? Is that top of the tank, bottom...? That is critical point if I want to simulate inflow or outflow from the tank! Thanks, Marko Ristanovic, Civil Engineer

My last question was about EPANET 2... Thanks!

Hello to everyone, If i connect pipe to the tank... where is really that connection point? Is that top of the tank, bottom...? That is critical point if I want to simulate inflow or outflow from the tank! Thanks, Marko Ristanovic, Civil Engineer

I am using EPANET 2 and all calibrations are done by it. My question is: - How can I Import that calibrated file as .INP file in WaterCAD 7.0 ? I did that translation between EPANET and WaterCAD but I can not see any Junction, Reservoir or Tank in workspace. But, fact is that these objects are...