ralaimo
Civil/Environmental
- Dec 10, 2010
- 5
The Pond FAQ in HydroCAD suggest that the "pond" be set up as a separate subcatchment with a Tc of zero and CN of 98-100. Is this recommendation just for a wetpond or for all basins? For a dry basin, why would the CN be 98-100 instead of using the CN based on the surface of the basin? Why would the Tc be zero instead of calculating a short Tc from the farthest point in the dry basin to the outlet structure?