In: Civil Engineering
A 5 m wide rectangular channel carries a flow of 20 m3/s. The slope of the channel is 0.005 and the Manning’s n is 0.03. The flow encounters a 0.5 m step up that is 0.1 m long. The depths far upstream and downstream are normal.
Y | Specific Energy |
m | m |
0.4 | 5.497 |
0.5 | 3.762 |
0.6 | 2.865 |
0.7 | 2.364 |
0.8 | 2.074 |
0.9 | 1.907 |
1 | 1.816 |
1.1 | 1.774 |
1.2 | 1.766 |
1.3 | 1.783 |
1.4 | 1.816 |
1.5 | 1.862 |
1.6 | 1.919 |
1.7 | 1.982 |
1.8 | 2.052 |
1.9 | 2.126 |
2 | 2.204 |
2.1 | 2.285 |
2.2 | 2.368 |
2.3 | 2.454 |
2.4 | 2.542 |
2.5 | 2.630 |
2.6 | 2.721 |
2.7 | 2.812 |
2.8 | 2.904 |
2.9 | 2.997 |
3 | 3.091 |
3.1 | 3.185 |
3.2 | 3.280 |
3.3 | 3.375 |
3.4 | 3.471 |
3.5 | 3.567 |
3.6 | 3.663 |
3.7 | 3.760 |
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