We have created a storm water model wherein we have a series of ditches and pipes that drain to a sump (in civilstorm terms a wet well) from there a pump is continuously pumping out. For the extent of area that we have we know that for sure there will be overflow, but we wanted to know when there is an overflow what will be the maximum hydraulic gradient line in the entire conveyance system. But our model is showing just the overflow discharge we could not see the maximum hydraulic gradient line. Can we know if there is a way that exists to ascertain the maximum HGL in civilstorm for this condition?