jfon0604
Civil/Environmental
- Jun 8, 2006
- 2
Hi, new guy here. I am designing a water quality swale/ detention pond. its basicall about 2-ft deep and I'll have a Catch BAsin at the crest to intercept any overflow. Question is: when using hydraflow, I model the pond contour area for storage, with the top of pond say at elve 187. Now the catch basin rim will be at 187, but how do I model that in hydraflow? It will keep giving me an area becuase once the water pool up to 187, the anylysis stops. Anyone have any advice? Thanks.