水电站堰流水利计算公式
主要高程m b(2g)^0.5H^1.5Q引水q m b 2038.465m0.35 1.6 4.4270.92 2.280792.9650280.352 2040.065m0.35 3.5 4.427 1.3967.5706139.8417970.354 2039.6m0.322 4.2 4.427 2.17713.0338616.944020.354
0.3224 4.427 1.3967.95995810.34795
0.322 4.2 4.427 1.3968.35795610.86534
1988.950.354 4.427 2.14813.312870.354
0.354 4.427 2.14813.3128715.309810.354 1929.950.354 4.427 2.14813.312870.354
0.354 4.427 2.14813.3128715.309810.354 1880.750.354 4.427 2.14813.312870.354
0.354 4.427 2.14813.3128715.309810.354 1827.750.354 4.427 2.14813.312870.354
0.354 4.427 2.14813.312870.354 1786.450.354 4.427 2.14813.312870.354
0.354 4.427 2.14813.312870.354
4.427
0.3424 4.4270.4 2.74411.3002712.99531
1.7 1.96
0.041176 1.959184
0.360.91540.638 4.427 4.00037614.88725
0.952381
(2g)^0.5H^1.5Q冲沙m b(2g)^0.5H^1.5Q堰流
4.4272 6.19780.48650 4.4270.899
5.74273
4.427
5.19632.203770.48660 4.427 2.023261.1517
4.42711.39970.648720.48660 4.4270.811104.6931
4.427
5.19632.203770.486162 4.4270.742258.6216
4.427
5.19615232.2047164.409430.48698 4.4270.604587127.4767
4.427
5.19632.203770.486128 4.4270.926255.0156
4.427
5.19632.2037764.407540.48655.2 4.427 3.556591422.395
4.427
5.19632.203770.486138 4.4270.854253.5612
4.427
5.19615232.2047164.409430.48655.2 4.427 1.03015122.3447
4.427
5.19632.203770.486140 4.4270.839252.7178
4.427
5.19632.203770.48660 4.4270.58575.51842
4.427
5.19632.203770.486160 4.4270.742255.4287
4.427
5.19632.203770.48660 4.4270.35445.69833
104.2213
0.354 4.427 5.19664.407540.48655.8 4.427
m b(2g)^0.5H^1.5Q副坝泄水Q总泄水
0.354 4.427 2.14813.31287
0.36550 4.427 1.315106.2425300.9261
0.36550 4.427 3.882313.6375188.3756
304.1382 207.1960.365100 4.4270.24355539.35494326.2701
0.36560 4.427 3.375327.2106300.5322 502.11230.36568 4.4270.54841960.25922562.3715
0.36560 4.427 3.602349.2186299.0778 202.06390.36578 4.4272.618969330.0862532.1501
0.36560 4.427 3.602349.2186298.2344
0.36580 4.427 3.263421.8028121.0351
300.9453
0.365100 4.427 2.828456.963891.21497
2.326948279.36160.36550 4.427 1.249358100.9391
358.6564
设计堰上水头校核堰上水头
1.6
502.01310.871
0.82
365.62510.552
0.95
622.63080.83
0.9
862.23640.654
0.89
542.83790.685
0.82
548.17880.56
V 3.5X
1.6285717.7
1.7584427.7
459.5955101B X R W C
3.5 2.2BX/B+2X BX1/N(R)(1/6)
3.5 2.4 1.0120488.466.79986835
2.624929
Q
12.54
13.54
Q
(R*1/1500)^0.5
0.025********.56775