INPUT DATA:
Discharge Q (m3/s): 20
Bottom width B (m): 10
Size slope z (z H:1 V): 0
Bottom slope So (m/m): 0.0001
Manning's n: 0.015
Number of computational intervals: 0 [ internally set to 100 by default ].
Number of tabular output intervals: 0 [ internally set to 10 by default ].
Normal flow depth at the upstream boundary yn (m): 0
[ internally calculated yn = 0.24813 m ].
Discharge Qu/s = 0 m3/s [ internally set to 20 m3/s by default ].
Bottom width Bu/s = 0 m [ internally set to 10 m by default ].
Side slope zu/s = 0 [m/m] [ internally set to 0 m/m by default ].
Manning's nu/s = 0 [m/m] [ internally set to 0.015 by default ].
Bottom slope So,u/s = 0.1 [m/m]
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