水闸和渠道设计1
2012-09-28 14:55 建设工程教育网整理
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渠道水利计算 |
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| 底宽b | h | 边坡m | A | 湿周P | 水力半径R |
| 85 | 0.1 | 4 | 8.54 | 85.82462 | 0.099505246 |
| 85 | 0.2 | 4 | 17.16 | 86.64924 | 0.198039816 |
| 85 | 0.3 | 4 | 25.86 | 87.47386 | 0.295631163 |
| 85 | 0.4 | 4 | 34.64 | 88.29848 | 0.392305714 |
| 85 | 0.5 | 4 | 43.5 | 89.12311 | 0.488088916 |
| 85 | 0.6 | 4 | 52.44 | 89.94773 | 0.583005284 |
| 85 | 0.7 | 4 | 61.46 | 90.77235 | 0.677078443 |
| 85 | 0.8 | 4 | 70.56 | 91.59697 | 0.770331167 |
| 85 | 0.9 | 4 | 79.74 | 92.42159 | 0.862785415 |
| 85 | 1 | 4 | 89 | 93.24621 | 0.954462372 |
| 85 | 1.1 | 4 | 98.34 | 94.07083 | 1.04538248 |
| 85 | 1.2 | 4 | 107.76 | 94.89545 | 1.135565467 |
| 85 | 1.3 | 4 | 117.26 | 95.72007 | 1.225030386 |
| 85 | 1.4 | 4 | 126.84 | 96.5447 | 1.313795636 |
| 85 | 1.5 | 4 | 136.5 | 97.36932 | 1.401878994 |
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