《商业计划-可行性报告》第五章表格.xls
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1、大大观观桥桥水水库库干干渠渠渠渠道道断断面面复复核核表表表5-1渠道桩号过流能力计算Q=AC(Ri)1/2复核灌溉流量Q设=Aq设/系备注底宽b(m)设计水深h(m)边坡系数m纵坡i糙率n过水断面A(m2)湿周 X(m)水力半径R(m)谢才系数C(m1/2/s)流速(m3/s)过流能力Q(m3/s)灌溉面积(万亩)灌溉水利用系数系灌水率q设设计流量Q设(m3/s)主 干 渠0+0000+40041.751.51/70000.01811.5910.311.12556.650.728.337.720.650.5756.83满足要求0+4005+50041.71.51/70000.01811.141
2、0.1291.09956.440.717.887.170.650.5756.34满足要求5+5006+20041.651.51/70000.01810.689.94921.07456.220.707.446.770.650.5755.99满足要求6+2009+77041.551.51/70000.0189.809.58861.02255.760.676.616.470.650.5755.72满足要求东 干 渠9+77012+31021.651.51/70000.0187.387.94920.92954.880.634.673.060.650.5752.71满足要求12+31017+0201.5
3、1.51.51/70000.0185.636.90830.81453.680.583.263.630.650.5753.21满足要求17+02018+7701.51.11.51/70000.0183.475.46610.63451.490.491.701.630.650.5751.44满足要求西 干 渠9+77010+0871.51.551.51/50000.0185.937.08860.83653.930.704.133.410.650.5753.02满足要求10+08711+7541.51.351.51/50000.0184.766.36750.74752.920.653.083.290.
4、650.5752.91满足要求11+75412+5151.51.251.51/50000.0184.226.00690.70252.380.622.622.890.650.5752.56满足要求12+51515+9701.51.151.51/50000.0183.715.64640.65751.800.592.202.490.650.5752.20满足要求15+97016+4701.51.051.51/50000.0183.235.28580.61151.170.571.831.990.650.5751.76满足要求16+47018+7701.50.91.51/50000.0182.574.7
5、450.54150.140.521.341.490.650.5751.32满足要求支支渠渠渠渠道道断断面面复复核核表表表5-2位置支渠名称桩号渠首建筑物过流能力计算Q=AC(Ri)1/2复核灌溉流量Q设=Aq设/系备注底宽b(m)设计水深h(m)边坡系数m纵坡i糙率n过水断面A(m2)湿周 X(m)水力半径R(m)谢才系数C(m1/2/s)过流能力Q(m3/s)流速(m/s)控制面积(万亩)渠系水利用系数系灌水率q设设计流量Q设(m3/s)主干渠瓦庙支渠0+400瓦庙分水闸0.50.81.51/30000.0251.363.380.40234.360.540.400.550.680.5750.
6、47满足要求台岭支渠5+500台岭分水闸10.81.51/50000.0251.763.880.45335.060.590.330.40.680.5750.34满足要求何畈支渠6+200何畈分水闸211.51/30000.0253.505.610.62436.981.870.530.30.680.5750.25满足要求东干渠周雷支渠12+310周雷分水闸0.811.51/30000.0252.304.410.52235.891.090.4710.680.5750.85满足要求张代支渠17+020张代分水闸0.50.81.51/30000.0251.363.380.40234.360.540.4
7、00.500.680.5750.42满足要求刘巷支渠18+770刘巷分水闸0.70.81.51/30000.0251.523.580.42434.670.630.410.70.680.5750.59满足要求西干渠谷石支渠10+087谷石分水闸0.60.51.51/30000.0250.682.400.28132.370.210.310.120.680.5750.10满足要求冯店支渠11+754冯店分水闸10.71.51/30000.0251.443.520.40734.440.580.400.400.680.5750.34满足要求何倒支渠12+515何倒分水闸10.71.51/30000.02
8、51.443.520.40734.440.580.400.400.680.5750.34满足要求蔡郑支渠15+970蔡郑分水闸0.80.61.51/30000.0251.022.960.34433.490.370.360.270.680.5750.23满足要求龙尾支渠16+470龙尾分水闸0.50.51.51/30000.0250.632.300.27132.190.190.310.180.680.5750.15满足要求雷陈支渠18+770雷陈分水闸1.50.71.51/50000.0251.794.020.44434.930.590.330.530.680.5750.45满足要求水水闸闸、跌
9、跌水水、渡渡槽槽等等流流量量复复核核表表 表5-3序号位置建筑物名称桩号Q=cA(2gz0)1/2或Q=Bh(2gz0)1/2或Q=mB(2g)1/2H03/2或Q=AC(Ri)1/2复核灌溉流量Q设=Aq设/系备注孔数(n)圆涵D(m)净宽B(m)净高H(m)上游水位(m)下游水位(m)进口底板高程(m)下游渠底高程(m)上游水深(m)下游水深(m)流量系数(m)uc流速系数Z0(m)过流能力Q(m3/s)控制面积(万亩)灌溉水利用系数系灌水率q设设计流量Q设(m3/s)一一 渠渠首首 输输水水管管 0+00011.21.861.0053.2551.5051.507.751.750.337.
10、758.798.797.720.650.5756.836.83满足要求二二节节制制闸闸1主干渠肖岭节制闸5+60012.02.052.4452.2950.6450.641.81.650.92 0.156.316.316.770.650.5755.995.99满足要求2人字河东闸9+77212.02.051.6651.5150.1150.111.551.40.92 0.156.316.316.470.650.5755.725.72满足要求3东干渠人字河西闸9+97011.52.052.0151.8650.3650.361.651.50.92 0.154.734.733.060.650.5752.
11、712.71满足要求4新民节制闸15+97011.51.544.6044.4543.4043.401.21.050.92 0.153.553.551.200.650.5751.061.06满足要求5姚毛湾节制闸17+52011.51.542.5642.4141.6641.660.90.750.92 0.153.553.550.700.650.5750.620.62满足要求6西干渠严赵节制闸12+67011.51.550.5650.4149.6149.610.950.80.92 0.153.553.552.490.650.5752.202.20满足要求7蔡郑节制闸15+97011.51.550.
12、0549.9049.1049.100.950.80.92 0.153.553.551.220.650.5751.081.08满足要求三三分分水水闸闸1主干渠瓦庙分水闸0+40010.653.1952.2451.4451.441.750.80.820.951.001.000.550.680.5750.470.47满足要求2台岭分水闸5+50010.452.8351.9351.1351.131.70.80.820.900.430.430.40.680.5750.340.34满足要求3何畈分水闸6+20010.452.7752.1251.1251.121.6510.820.650.370.370.3
13、0.680.5750.250.25满足要求4东干渠周雷分水闸12+31010.80.851.0550.5049.5049.501.5510.820.551.721.7210.680.5750.850.85满足要求5张代分水闸17+02010.644.6044.2043.4043.401.20.80.820.400.650.650.500.680.5750.420.42满足要求6刘巷分水闸18+77010.80.843.0042.9042.1042.100.90.80.820.100.730.730.70.680.5750.590.59满足要求7西干渠谷石分水闸10+08710.452.1551
14、.1050.6050.601.550.50.821.050.470.470.120.680.5750.100.10满足要求8冯店分水闸11+75410.651.5551.0050.3050.301.250.70.820.550.760.760.400.680.5750.340.34满足要求9何倒分水闸12+51510.6 0.40.451.3050.9050.2050.201.10.70.820.400.650.650.400.680.5750.340.34满足要求10蔡郑分水闸15+97010.4 0.40.450.2049.7049.1049.101.10.60.820.500.320.3
15、20.270.680.5750.230.23满足要求11龙尾分水闸16+47010.4 0.40.449.8049.3048.8048.8010.50.820.500.320.320.180.680.5750.150.15满足要求12雷陈分水闸18+77010.80.846.3246.1245.4245.420.90.70.820.201.041.040.530.680.5750.450.45满足要求四四泄泄洪洪闸闸1主干渠治山泄洪闸1+80012.552.9451.851.2451.941.7010.3651.144.924.924.384.38满足要求2西干渠姚毛湾泄洪闸9+97012.0
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