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Forum Post: Re: Static Head in WaterCAD

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I would probably just use WaterGEMS to compute the HGL at J-1 when PMP-2 is on and PMP-1 is off...

But you should also find that the HGL at J-3 is the same as the HGL at J-1. That's because there is no flow from J-1 to J-3 (so no headloss)...but they are still connected hydraulically so J-1 'sees' the HGL from J-3.


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