CIV E 445-APPLIED HYDROLOGY SPRING 2004 DR. VICTOR M. PONCE DESIGN ASSIGNMENT NO. 1 |
Using the program CHANNEL on the web (http://onlinecomp.sdsu.edu), design open channels for the following data: |
Number | Units | Discharge Q | Bottom width B | Side slope z | Bottom slope So | Manning's n | Normal depth | Normal velocity |
Normal Froude number |
1 | U.S. | 850 | 28 | 1 | 0.0012 | 0.015 | ? | ? | ? |
2 | SI | ? | 4.5 | 1.5 | 0.0008 | 0.013 | 2.0 | ? | ? |
3 | U.S. | 200 | ? | 2 | 0.0015 | 0.025 | ? | < 3.0 | ? |
4 | SI | 180,000 | 1500 | 2 | 0.000032 | 0.045 | ? | ? | ? |
5 | SI | 3 | 3 | 1.5 | 0.00003 | ? | ? | ? | > 0.1 |