Stormwater Best Management Practices in an Ultra-Urban Setting: Selection and Monitoring
| Type |
Description |
| Drainage Channel |
Walls at aprox. 45º, non-erosive @ 2 yr Qp about halfway up, 10 yr design storm capacity near top. |
| Grass Channel |
Walls at aprox. 30º, below critical velocity W.Q. storm near bottom, non-erosive @ 2 yr Qp about halfway up, 10 yr design storm capacity near top. |
| Dry Swale |
Walls at aprox. 30º, W.Q. treatment vol (Vt) halfway between bottom and 2-yr line (detained or infiltrated into area below bottom with drain pipe outlet), non-erosive @ 2 yr Qp about halfway up, 10 yr design storm capacity near top. |
| Wet Swale |
Walls at aprox. 30º, W.Q. treatment vol (Vt) halfway between bottom and 2-yr line (retained, in/slightly above water table), non-erosive @ 2 yr Qp about halfway up, 10 yr design storm capacity near top. |
Back
|
