SWMM 5, InfoSWMM, H20MAP SWMM, InfoSewer for Water Quality,Hydrology, Hydraulics
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Robert Dickinson replied to Robert Dickinson's discussion How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5?
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Comment by Priscilla Screen on June 14, 2011 at 9:35am
Comment by Robert Dickinson on June 14, 2011 at 9:34am
Comment by Priscilla Screen on June 14, 2011 at 8:53am
Comment by Robert Dickinson on June 13, 2011 at 6:56pm Hi, you can use the invert of the pipes as the offset elevations for the force main. For example, if the pump wet well invert is 10 feet and the force main invert is at 14 feet you should enter 4 feet as the offset depth of the force main at the downstream end of the link.
The node of the force mains should have a surcharge depth so that the force mains will be under pressure.
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