From: Numerical modeling of rapidly varying flows using HEC-RAS and WSPG models
Data set | Bed slope | Y (m) at XÂ =Â 0 | Y (m) at XÂ =Â 15.2Â m | Q (m3/s) | Y1 (m) | Y2 (m) | F1 | F2 | X1 (m) | X2 (m) |
---|---|---|---|---|---|---|---|---|---|---|
1 | 0.01 | 0.07 | 0.23 | 0.047 | 0.07 | 0.13 | 1.59 | 0.7 | 7.62 | 7.93 |
2 | 0.01 | 0.10 | 0.21 | 0.054 | 0.08 | 0.14 | 1.74 | 0.68 | 9.75 | 10.2 |
3 | 0.012 | 0.04 | 0.24 | 0.036 | 0.04 | 0.11 | 3.37 | 0.66 | 6.71 | 6.86 |
4 | 0.012 | 0.07 | 0.23 | 0.045 | 0.06 | 0.15 | 2.14 | 0.54 | 8.84 | 9.14 |
5 | 0.012 | 0.08 | 0.23 | 0.051 | 0.07 | 0.13 | 2.03 | 0.76 | 10.06 | 10.21 |
6 | 0.02 | 0.05 | 0.28 | 0.034 | 0.04 | 0.12 | 2.76 | 0.6 | 7.8 | 8.05 |
7 | 0.02 | 0.06 | 0.27 | 0.040 | 0.05 | 0.14 | 2.05 | 0.53 | 9.32 | 9.51 |
8 | 0.02 | 0.07 | 0.27 | 0.049 | 0.06 | 0.17 | 2.22 | 0.49 | 10.52 | 10.67 |