| Recoding tables for water and sediment flow modeling | ||||||||||||
| Rainfall events | ||||||||||||
| 5y ret.period,60min. | 0.00001764 | =63.5mm/h | 1hr-rainfall | 2-yr return period | 25-yr return period | 100-yr return period | ||||||
| 31.3.2002 | 0.00000664 | 23.9mm/h | Raleigh | 43.2mm/h | 68.58mm/h | 88.9mm/h | ||||||
| 31.3.2002(Reedy Creek in Raleigh) | 0.00001200 | 43.2mm/h | ||||||||||
| soil texture | sandy loam,gravel-sandy loam | Ks=21.8mm/h | ||||||||||
| R factor | 270 | |||||||||||
| Before construction, rainfall 43.2mm/h | ||||||||||||
| Category # | LC Description | Manning n | C factor | rainfall [m/s] | est.infiltration | inf. rates | rainfall excess | rainfall excess | Kt | Dc | tau_cr | |
| [m/s] | [mm] | [m/s] | [m/s] | [mm/h] | ||||||||
| 1 | wooded | 0.19 | 0.003 | 0.000012 | 54.0 | 0.00001500 | -0.00000300 | -10.8 | 0.0001 | 0.000271 | 2.03 | |
| 2 | paved road | 0.01 | 0.000 | 0.000012 | 0.0 | 0.00000000 | 0.00001200 | 43.2 | 0.0000 | 0.000000 | 7.00 | |
| 3 | young forest | 0.19 | 0.002 | 0.000012 | 54.0 | 0.00001500 | -0.00000300 | -10.8 | 0.0001 | 0.000271 | 2.03 | |
| 4 | impermeable surface | 0.01 | 0.000 | 0.000012 | 0.0 | 0.00000000 | 0.00001200 | 43.2 | 0.0000 | 0.000000 | 7.00 | |
| 9 | grass | 0.1 | 0.040 | 0.000012 | 36.0 | 0.00001000 | 0.00000200 | 7.2 | 0.0005 | 0.000463 | 2.03 | |
| 11 | bare soil | 0.03 | 0.900 | 0.000012 | 21.6 | 0.00000600 | 0.00000600 | 21.6 | 0.0008 | 0.000607 | 2.03 | |
| 12 | water | 0.99 | 0.000 | 0.000012 | 0.0 | 0.00000000 | 0.00001200 | 43.2 | 0.0000 | 0.000000 | 2.03 | |
| 13 | dirt road | 0.03 | 0.6 | 0.000012 | 3.0 | 0.00000083 | 0.00001117 | 40.2 | 0.0008 | 0.000300 | 2.40 | |
| Construction, removed land cover only, rainfall 43.2mm/h | ||||||||||||
| Category # | LC Description | Manning n | C factor | rainfall [m/s] | est.infiltration | inf. rates | rainfall excess | rainfall excess | Kt | Dc | tau_cr | |
| [m/s] | [mm] | [m/s] | [m/s] | [mm/h] | ||||||||
| 1 | wooded | 0.19 | 0.003 | 0.000012 | 54.0 | 0.00001500 | -0.00000300 | -10.8 | 0.0001 | 0.000271 | 2.0 | |
| 2 | paved road | 0.01 | 0.000 | 0.000012 | 0.0 | 0.00000000 | 0.00001200 | 43.2 | 0.0000 | 0.000000 | 7.0 | |
| 3 | young forest | 0.19 | 0.002 | 0.000012 | 54.0 | 0.00001500 | -0.00000300 | -10.8 | 0.0001 | 0.000271 | 2.0 | |
| 4 | impermeable surface | 0.01 | 0.000 | 0.000012 | 0.0 | 0.00000000 | 0.00001200 | 43.2 | 0.0000 | 0.000000 | 7.0 | |
| 6 | grass-rough (BARE SOIL) | 0.03 | 1.000 | 0.000012 | 10.8 | 0.00000300 | 0.00000900 | 32.4 | 0.0008 | 0.000300 | 2.4 | increase in bulk density |
| 7 | grass-teebox (BARE SOIL) | 0.03 | 1.000 | 0.000012 | 10.8 | 0.00000300 | 0.00000900 | 32.4 | 0.0008 | 0.000300 | 2.4 | |
| 8 | grass-fairway (BARE SOIL) | 0.03 | 1.000 | 0.000012 | 10.8 | 0.00000300 | 0.00000900 | 32.4 | 0.0008 | 0.000300 | 2.4 | |
| 9 | grass | 0.1 | 0.040 | 0.000012 | 36.0 | 0.00001000 | 0.00000200 | 7.2 | 0.0005 | 0.000463 | 2.0 | |
| 10 | sandtrap (BARE SOIL) | 0.03 | 1.000 | 0.000012 | 10.8 | 0.00000300 | 0.00000900 | 32.4 | 0.0008 | 0.000300 | 2.4 | |
| 11 | bare soil | 0.03 | 0.900 | 0.000012 | 21.6 | 0.00000600 | 0.00000600 | 21.6 | 0.0008 | 0.000607 | 2.0 | |
| 12 | water | 0.99 | 0.000 | 0.000012 | 0.0 | 0.00000000 | 0.00001200 | 43.2 | 0.0000 | 0.000000 | 2.0 | |
| 13 | dirt road | 0.03 | 0.6 | 0.000012 | 3.0 | 0.00000083 | 0.00001117 | 40.2 | 0.0008 | 0.000300 | 2.4 |