SiPaul
Civil/Environmental
- Jul 25, 2003
- 64
A city agency is proposing a debris collector at a major outfall. The 25 year storm discharges about 3100 cfs. The manufacturer claims an extremely small head loss (.5'). I am skeptical and concerened about the outfall becoming clogged. The outfall is tidal so there is always some water in this large box culvert (24' wide).
Anyone with experience with debris collectors at large outfalls?
Anyone with experience with debris collectors at large outfalls?