I am modeling an area that is 100% impervious which is directed to an infiltration bed. The report summary from the catchment area is showing an outflow of 1 cfs and a volume of 1933 cf. The report summary for the infiltration bed shows an inflow of 2.18 cfs and a volume of 4598 cf. There are no...
I am modelling a small project which is producing unexpected results. The flow path consists of a blacktop driveway. Tributary to the flow path is a small area of grass, some roof water, and of course the driveway. Post construction eliminates the grass area and all new impervious and existing...
I am modeling a wet pond for stormwater management and am having difficulty in getting the report to show the proper storage volume. Here is the scenario.
I have the pond invert at 96.00,a height of 6', a starting elevation of 100.00, a weir at 100.00, and an orifice at 100.50. I have...
