ECHO OF INPUT:
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Peak discharge Qp = m3/s
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Peak flow area Ap = m2
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Peak top width Tp = m
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Time interval Δt = hr
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Reach length Δx = km
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Rating exponent β =
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Bottom slope = (m/m)
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Number of inflow hydrograph ordinates n =
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Qi (0) = . >
OUTPUT:
Courant number C =
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Cell Reynolds number D =
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Time interval | Time (hr) | Time (days) | Inflow | C0I2 | C1I1 | C2O1 | Outflow | 0 | | | | - | - | - | |
|