bassfshng8
Civil/Environmental
- Jul 22, 2009
- 5
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 stay below the top storage elevation.
When I run the program it is error free. BUT...my 10 year storm envent inflow is 0.65 CFS, outflow is 0.68 CFS, discarded 0.01 CFS, and primary 0.66 CFS. Why is the total outflow greater than the inflow?
My water quality storm and 2 year storm the inflow is greater than the outflow. The 100 year storm is equal.
Any ideas?
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 stay below the top storage elevation.
When I run the program it is error free. BUT...my 10 year storm envent inflow is 0.65 CFS, outflow is 0.68 CFS, discarded 0.01 CFS, and primary 0.66 CFS. Why is the total outflow greater than the inflow?
My water quality storm and 2 year storm the inflow is greater than the outflow. The 100 year storm is equal.
Any ideas?