How do you model a underground storage system with multiple chambers that has a flap valve to allow flow in one direction only? The model requires the pond and reach to use storaqe and routing to use dynanic-stor-ind. Thanks for your help!
Mark
I have a relatively large site that is being value engineered. I have six rows of 144" diameter cmp with vortex valves at the ends and weir walls upstream of the cross pipes connecting each row of pipe. I have a diagram which I can't seem to add to this post. It is a fairly complex system to...