cfj104
Civil/Environmental
- Apr 18, 2005
- 50
I have modeled a pond with an overflow weir as the secondary outlet at the top of the pond elevation and a culvert discharge as the primary outlet, located at the base of the pond. The question I have is that when I look at the Hydrograph table, there is water flowing through the overflow weir (secondary discharge) before the pond capacity has been reached. Can you please tell me why this is occuring and what this means? I have double checked that the base of the weir is at the top of the pond storage so it is not that the storage volume should be reduced due to the outlet location.