Table 1 Model parameter values estimated for five subbasins to be used as input in the HEC-HMS model.
From: Floods modeling and analysis for Dubai using HEC-HMS model and remote sensing using GIS
Subbasin | \(\:\varvec{L}\) (m) | Area (km2) | \(\:\varvec{V}\) (m/s) | \(\:\varvec{S}\:\)(%) | \(\:\varvec{n}\) | \(\:{\varvec{P}}_{2}\) | \(\:{\varvec{t}}_{\varvec{s}\varvec{h}\varvec{a}\varvec{l}\varvec{l}\varvec{o}\varvec{w}}\) | \(\:{\varvec{t}}_{\varvec{s}\varvec{h}\varvec{e}\varvec{e}\varvec{t}}\) | \(\:{\varvec{t}}_{\varvec{c}}\) | \(\:{\varvec{t}}_{\varvec{l}\varvec{a}\varvec{g}}\) |
|---|---|---|---|---|---|---|---|---|---|---|
1 | 35546.5 | 318 | 33.4 | 2.7 | 0.011 | 0.8 | 638.5 | 0.6 | 639.1 | 383.5 |
2 | 12146.3 | 151 | 25.5 | 1.6 | 0.011 | 0.8 | 286.1 | 0.3 | 286.4 | 171.9 |
3 | 46978.7 | 330 | 31.5 | 2.4 | 0.011 | 0.8 | 895.1 | 0.8 | 895.9 | 537.5 |
4 | 1394.2 | 30 | 22.3 | 1.2 | 0.011 | 0.8 | 37.6 | 0.1 | 37.6 | 22.6 |
5 | 35796.9 | 207 | 27.6 | 1.9 | 0.011 | 0.8 | 776.8 | 0.7 | 777.5 | 466.5 |
