I am modeling an existing watershed to compare the volume of water from pre to post. I have the watershed subdivided into 3 drainage areas. The reason I need to subdivide the watershed is because of proposed changes to the existing bioretention and an additional proposed bioretention. I need...
Hello all...
I have a small drainage area (1.60 acres) sheet flowing into an infiltration trench that is 3' wide by 155' long. I have added exfiltration as discarded and the primary outfall is the top of the trench entered as a custon wier. The water surface elevations for all storm events...
