Table 1 Recorded and reconstructed outflow for the Wilson event.
From: Network flow and flood routing model for water resources optimization
T(h) | Recorded inflow (\(m^3 s^{-1}\)) | Recorded outflow (\(m^3 s^{-1}\)) | Simulated outflow (RSM) (\(m^3 s^{-1}\)) | Simulated outflow (Muskingum) (\(m^3 s^{-1}\)) |
|---|---|---|---|---|
0 | 22 | 22 | 17.30 | 20.95 |
6 | 23 | 21 | 18.74 | 21.26 |
12 | 35 | 21 | 19.75 | 22.23 |
18 | 71 | 26 | 20.78 | 26.86 |
24 | 103 | 34 | 24.57 | 38.75 |
30 | 111 | 44 | 36.33 | 54.67 |
36 | 109 | 55 | 54.38 | 68.60 |
42 | 100 | 66 | 71.10 | 78.38 |
48 | 86 | 75 | 82.79 | 83.35 |
54 | 71 | 82 | 88.63 | 83.59 |
60 | 59 | 85 | 88.75 | 80.16 |
66 | 47 | 84 | 84.35 | 74.51 |
72 | 39 | 80 | 77.39 | 67.45 |
78 | 32 | 73 | 68.92 | 60.13 |
84 | 28 | 64 | 60.29 | 53.00 |
90 | 24 | 54 | 52.12 | 46.61 |
96 | 22 | 44 | 44.99 | 40.90 |
102 | 21 | 36 | 38.84 | 36.14 |
108 | 20 | 30 | 33.82 | 32.31 |
114 | 19 | 25 | 29.95 | 29.19 |
120 | 19 | 22 | 26.97 | 26.64 |
126 | 18 | 19 | 24.60 | 24.67 |
