Research Article
Effectiveness of Hydraulic and Hydrologic Parameters in Assessing Storm System Flooding
Table 4
The results of Qc/Qp by the model equations.
| | Case | Tcc/Tcp | Lc/Lp | Ac/Ap | Sc/Sp | Vc/Vp | Qc/Qp |
| | Minimum | 1.39 | 0.79 | 110621.23 | 0.004 | 0.01 | ā5.74 | | Average | 53.35 | 0.75 | 141705.79 | 0.25 | 0.20 | 0.98 | | Maximum | 1276.00 | 5.36 | 802351.45 | 3.00 | 3.98 | 7.03 |
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