1、水闸水利计算（方案一）底高程（m)上游水位(m)下游水位(m)收缩系数流速系数闸门宽度B(m)闸前水深H(m)上下游落差Z(m)水闸流量Q(m3/s)流速(m/s)时段末引水量(m3)累积引水量(m3)00.320.30.970.9200.320.023.2811795 0.56377701.271.120.970.9201.270.1533.547286 1.543966 66291.23822 66291.2382202.021.780.970.9202.020.2467.44028 1.952979 181777.6189 248068.857102.432.120.970.9202.4
2、30.3191.287318 2.219591 285709.6766 533778.533702.352.050.970.9202.350.386.837683 2.183497 320625.0029 854403.536601.751.550.970.9201.750.253.609337 1.782818 252804.6369 1107208.17400.740.70.970.9200.740.0410.827340.7973115986.0188 1223194.1920000.970.920000019489.21208 1242683.4040000.970.920000001
3、242683.4040000.970.920000001242683.4040000.970.920000001242683.40400.0300.970.9200.030.030.156059 0.414289 280.9062368 1242964.31100.680.610.970.9200.680.0712.481667 1.054729 22747.90705 1265712.21801.311.180.970.9201.310.1332.903904 1.437354 81694.02732 1347406.24501.821.610.970.9201.820.2157.05967
4、1 1.826845 161934.4346 1509340.68021.760.970.92020.2466.682524 1.952979 222735.9511 1732076.63101.791.580.970.9201.790.2155.996447 1.826845 220822.1485 1952898.77901.191.060.970.9201.190.1329.557744 1.437354 153997.5445 2106896.32400.3100.970.9200.310.315.1838155 1.331754 62534.80695 2169431.131水闸水利
5、计算（方案二）底高程（m)上游水位(m)下游水位(m)收缩系数 流速系数闸门宽度B(m)闸前水深H(m)1.21.70.320.970.9250.51.21.71.170.970.9200.51.22.021.810.970.9200.821.22.432.160.970.9201.231.22.352.10.970.9201.151.21.751.590.970.9200.551.21.70.690.970.9200.51.21.7-10.970.9200.51.21.7-10.970.9200.51.21.5-10.970.9200.31.21.5-10.970.9200.31.21.70
6、0.970.9200.51.21.70.610.970.9200.51.21.71.20.970.9200.51.21.821.650.970.9200.621.221.80.970.9200.81.21.791.650.970.9200.591.21.71.060.970.9200.51.21.700.970.9200.5上下游落差Z(m)水闸流量Q(m3/s)流速(m/s)时段末引水量(m3)累积引水量(m3)1.3813.273089231.6913296540.5310.618471381.691329654 43004.81 43004.810.2121.618881611.8268
7、44821 58027.241010320.2738.578634892.07144732108355.5 209387.60.2534.802164441.993251113 132085.43414730.1612.064750341.594600891 84360.45 425833.51.0110.618471381.69132965440829.8 466663.32.710.618471381.69132965438226.5 504889.82.710.618471381.69132965438226.5 543116.32.54.935019541.310098317 2799
8、6.28 571112.52.54.935019541.310098317 17766.07 588878.61.710.618471381.691329654 27996.28 616874.91.0910.618471381.69132965438226.5 655101.40.510.618471381.69132965438226.5 693327.90.1714.34931.643676976 44941.99 738269.90.220.752001451.782817994 63182.34 801452.20.1413.021777561.4916125560792.88622
9、450.6410.618471381.691329654 42552.45 904797.5 90.479751.710.618471381.69132965438226.594302494.3024水闸水利计算（方案二）渠道水利计算底宽bh边坡mA湿周P水力半径R糙率n谢才系数C比降iQ流速V不冲流速Vcs不淤Vcd850.148.5485.82462 0.0995052460.022530.254627570.00021.152624 0.134968 0.5375818980.5850.2417.1686.64924 0.1980398160.022533.932008540.00023
10、.664529 0.213551 0.6035005640.5850.3425.8687.47386 0.2956311630.022536.275147250.00027.213197 0.278933 0.6457860370.5850.4434.6488.29848 0.3923057140.022538.026666350.000211.66792 0.336834 0.6776028360.5850.5443.589.12311 0.4880889160.022539.43670660.000216.9494 0.389641 0.7033820910.5850.6452.4489.
11、94773 0.5830052840.022540.622149210.000223.00259 0.438646 0.7251929140.5850.7461.4690.77235 0.6770784430.022541.647663940.000229.78638 0.484647 0.7441793910.5850.8470.5691.59697 0.7703311670.022542.553020580.000237.26857 0.528183 0.7610446540.5850.9479.7492.42159 0.8627854150.022543.364527070.000245
12、.42315 0.5696410.776253540.585148993.24621 0.9544623720.022544.100544390.000254.22860.609310.790130280.5851.1498.3494.070831.045382480.022544.774425080.000263.66677 0.647415 0.8029105280.5851.24107.7694.89545 1.1355654670.022545.396201120.000273.72218 0.684133 0.8147712340.5851.34117.2695.72007 1.22
13、50303860.022545.973611920.000284.38144 0.719610.8258488420.5851.44126.8496.54471.3137956360.022546.512760760.000295.63288 0.753965 0.8362508940.5851.54136.597.36932 1.4018789940.022547.018550520.0002107.4663 0.787299 0.8460637440.5851.64146.2498.19394 1.4892976390.022547.494982510.0002119.8725 0.819
14、6970.855357830.5851.74156.0699.01856 1.5760681770.022547.945367140.0002132.8436 0.851234 0.8641914090.5851.84165.9699.84318 1.6622066680.022548.372476090.0002146.3724 0.881974 0.8726132330.5851.94175.94100.6678 1.7477286440.022548.778654420.0002160.4525 0.9119730.880664540.58524186101.4924 1.8326491
15、320.022549.165904830.0002175.0780.941280.8883805340.5852.14196.14102.3171.9169826750.022549.535951930.0002190.2439 0.969939 0.8957915210.5852.24206.36103.1417 2.0007433510.022549.890291980.0002205.9455 0.997991 0.9029237880.5852.34216.66103.9663 2.0839447920.022550.230231930.0002222.1785 1.025471 0.
16、9098002920.5852.44227.04104.7909 2.1666001990.022550.55692040.0002238.9392 1.052410.9164412040.5852.54237.5105.6155 2.2487223630.022550.871372510.0002256.2241 1.078838 0.9228643470.5852.64248.04106.4401 2.3303236770.022551.174490.0002274.0302 1.104782 0.9290855520.5852.74258.66107.2648 2.4114161540.022551.467077680.0002292.3546 1.130266 0.9351189460.5bh边坡mAPR糙率nC比降iQ流速V不冲流速Vcs不淤Vcd220.12.52.22522.53852 0.098720.022530.21470.00020.298721 0.134257 0.6646420670.5220.22.54.523.07703 0.1949990.022533
