VAEOhio
Civil/Environmental
- Jul 28, 2009
- 4
We are working on a sanitary sewer project that will serve approximately 1600 acres of land intended to be industrial development.
Based on some quick research it looks like 1000-1500 gpd/ac (light industrial), 1500-3000 gpd/ac (medium industrial) and 1000 gpd/ac (Infiltration) are fair estimates for flow rates.
My question is what kind of peaking factor should be used when estimating industrial sewage flows at gpd/ac?
Thanks...
Based on some quick research it looks like 1000-1500 gpd/ac (light industrial), 1500-3000 gpd/ac (medium industrial) and 1000 gpd/ac (Infiltration) are fair estimates for flow rates.
My question is what kind of peaking factor should be used when estimating industrial sewage flows at gpd/ac?
Thanks...