CEE445-APPLIED HYDROLOGY SPRING 2002 HOMEWORK: CHANNEL |
Run CHANNEL to design the following channels: |
Discharge Q | Bottom width B | Side slope z | Bottom slope So | Manning's n | Normal flow depth yn
1000 cfs | 25 ft | 2.0 | 0.001 | 0.015 | ? ft
| 50 m3/s | 5 m | 1.5 | 0.0005 | 0.013 | ? m
| ? cfs | 10 ft | 1.0 | 0.0015 | 0.014 | 2 ft
| 2500 m3/s | 220 m | 2.5 | 0.0002 | 0.03 | ? m
| ? cfs | 380 ft | 2.0 | 0.00016 | 0.021 | 12 ft
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