ksmcclung
Civil/Environmental
- Apr 27, 2011
- 2
I am trying to model a 72" diameter underground detention system with orifices that discharge to an underground gravel percolation bed. I have to discharge the first 1.2" first flush by infiltration only.
Having trouble know if I have modeled this correctly in Hydraflow-Hyrdrographs.
Any help would ge great!
Having trouble know if I have modeled this correctly in Hydraflow-Hyrdrographs.
Any help would ge great!