sci3
Civil/Environmental
- Jul 30, 2008
- 2
Hopefully this all makes sense. I am modeling a catch basin in Hydraflow Hydrographs. There is an 18" culvert as the outlet structure. The problem I am running into is that this works for the 100-yr storm event, but the smaller more frequent storm events blow right through the culvert.
I am fresh out of college so I asked around the office. The direction I was given at work was to make the culvert a 24" and try two different orifices, one on bottom and one towards the top. I tried to do this but Hydraflow adds the orifice to the riser, not the culvert, so the the outflow gets even larger. Any suggestions?
I am fresh out of college so I asked around the office. The direction I was given at work was to make the culvert a 24" and try two different orifices, one on bottom and one towards the top. I tried to do this but Hydraflow adds the orifice to the riser, not the culvert, so the the outflow gets even larger. Any suggestions?