Calculate trench drain capacity using Manning's equation. Determines flow capacity, velocity, and grate interception efficiency for linear drainage systems.
For educational purposes only. Not a substitute for professional engineering judgment.
Trench drains (channel drains) are linear drainage systems used to collect and convey surface runoff from paved areas. They consist of a channel with a grate that intercepts sheet flow.
| Material | Min n | Typical n | Max n |
|---|---|---|---|
| Concrete | 0.011 | 0.013 | 0.015 |
| Polymer Concrete | 0.010 | 0.012 | 0.014 |
| Fiberglass | 0.009 | 0.011 | 0.013 |
| HDPE | 0.009 | 0.011 | 0.012 |
| Galvanized Steel | 0.012 | 0.014 | 0.016 |
| Stainless Steel | 0.011 | 0.013 | 0.015 |
| Cast Iron | 0.012 | 0.014 | 0.017 |
Source: FHWA HEC-22 (2009), Table 7-1
| Grate Type | Open Area | Efficiency Factor |
|---|---|---|
| Parallel Bar Grate | 70% | 90% |
| Reticuline Grate | 65% | 85% |
| Curved Vane Grate | 60% | 80% |
| Tilt Bar Grate | 55% | 75% |
| Slot Drain | 15% | 70% |
Source: FHWA HEC-22 (2009), Chapter 4