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INPUT DATA:
Discharge Q (m3/s): 2000
Bottom width B (m): 100
Size slope z (z H:1 V): 2
Bottom slope So (m/m): 0.0001
Manning's n: 0.025
Critical depth yc (m): 0 [ internally calculated yc = 3.364 m ].
Number of computational intervals: 0 [ internally set to 100 by default ].
Number of tabular output intervals: 0 [ internally set to 10 by default ].
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