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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+000 0+40041.751.51/70000.01811.5910.30971.12556.650.728.337.720.650.5756.83满足要求0+400 5+50041.71.
2、51/70000.01811.1410.12941.09956.440.717.887.170.650.5756.34满足要求5+500 6+20041.651.51/70000.01810.689.949161.07456.220.707.446.770.650.5755.99满足要求6+200 9+77041.551.51/70000.0189.809.58861.02255.760.676.616.470.650.5755.72满足要求东干渠9+770 12+31021.651.51/70000.0187.387.949160.92954.880.634.673.060.650.5752
3、.71满足要求12+310 17+0201.51.51.51/70000.0185.636.908330.81453.680.583.263.630.650.5753.21满足要求17+020 18+7701.51.11.51/70000.0183.475.466110.63451.490.491.701.630.650.5751.44满足要求西干渠9+770 10+0871.51.551.51/50000.0185.937.08860.83653.930.704.133.410.650.5753.02满足要求10+087 11+7541.51.351.51/50000.0184.766.36
4、7490.74752.920.653.083.290.650.5752.91满足要求11+754 12+5151.51.251.51/50000.0184.226.006940.70252.380.622.622.890.650.5752.56满足要求12+515 15+9701.51.151.51/50000.0183.715.646380.65751.800.592.202.490.650.5752.20满足要求15+970 16+4701.51.051.51/50000.0183.235.285830.61151.170.571.831.990.650.5751.76满足要求16+470
5、 18+7701.50.91.51/50000.0182.574.7450.54150.140.521.341.490.650.5751.32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
6、水闸0.50.81.51/30000.0251.363.380.40234.360.540.400.550.680.5750.47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.
7、5750.85满足要求张代 支渠17+020张代 分水闸0.50.81.51/30000.0251.363.380.40234.360.540.400.500.680.5750.42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10.71.51/30000.0
8、251.443.520.40734.440.580.400.400.680.5750.34满足要求何倒 支渠12+515何倒 分水闸10.71.51/30000.0251.443.520.40734.440.580.400.400.680.5750.34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
9、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
10、 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+00011.21.861.00 53.2551.5051.507.751.750.337.758.798.797.720.650.5756.836.83满足 要求二二节节制制闸闸1主 干 渠肖岭 节制闸5+60012.02.052.44 52.2950.6450.641.81.650.92 0.156.316.316.770.650.5755.995.99满足 要求2人字河 东闸9+77212.02.051.66 51.5150.1150.
11、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+97011.52.052.01 51.8650.3650.361.651.50.92 0.154.734.733.060.650.5752.712.71满足 要求4新民 节制闸15+97011.51.544.60 44.4543.4043.401.21.050.92 0.153.553.551.200.650.5751.061.06满足 要求5姚毛湾 节制闸17+52011.51.542.56 42.4141.6641.660.90.750.92 0.153.55
12、3.550.700.650.5750.620.62满足 要求6西 干 渠严赵 节制闸12+67011.51.550.56 50.4149.6149.610.950.80.92 0.153.553.552.490.650.5752.202.20满足 要求7蔡郑 节制闸15+97011.51.550.05 49.9049.1049.100.950.80.92 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+40010.653.19 52.2451.4451.441.750.80.820.951.001.000.550.680.
13、5750.470.47满足 要求2台岭 分水闸5+50010.452.83 51.9351.1351.131.70.80.820.900.430.430.40.680.5750.340.34满足 要求3何畈 分水闸6+20010.452.77 52.1251.1251.121.6510.820.650.370.370.30.680.5750.250.25满足 要求4东 干 渠周雷 分水闸12+31010.80.851.05 50.5049.5049.501.5510.820.551.721.7210.680.5750.850.85满足 要求5张代 分水闸17+02010.644.60 44.2
14、043.4043.401.20.80.820.400.650.650.500.680.5750.420.42满足 要求6刘巷 分水闸18+77010.80.843.00 42.9042.1042.100.90.80.820.100.730.730.70.680.5750.590.59满足 要求7西 干 渠谷石 分水闸10+08710.452.15 51.1050.6050.601.550.50.821.050.470.470.120.680.5750.100.10满足 要求8冯店 分水闸11+75410.651.55 51.0050.3050.301.250.70.820.550.760.76
15、0.400.680.5750.340.34满足 要求9何倒 分水闸12+51510.6 0.40.451.30 50.9050.2050.201.10.70.820.400.650.650.400.680.5750.340.34满足 要求10蔡郑 分水闸15+97010.4 0.40.450.20 49.7049.1049.101.10.60.820.500.320.320.270.680.5750.230.23满足 要求11龙尾 分水闸16+47010.4 0.40.449.80 49.3048.8048.8010.50.820.500.320.320.180.680.5750.150.15
16、满足 要求12雷陈 分水闸18+77010.80.846.32 46.1245.4245.420.90.70.820.201.041.040.530.680.5750.450.45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+97012.052.0651.15 50.3651.361.550.70.3650.912.812.812.582.58满足 要求五五渡渡槽槽1主 干渠林场 渡槽0+5002.01.9槽长27m51.4251.331.
17、71.7纵坡1/3008.018.017.170.650.5756.346.34满足 要求2西 干渠余岗岭 渡槽19+9700.71.2槽长32m45.4345.420.70.7纵坡1/30000.880.880.700.650.5750.620.62满足 要求六六跌跌水水1东 干 渠南巷 节制闸 跌水13+25011.52.050.69 47.6149.4946.611.210.3653.083.193.192.20.650.5751.951.95满足 要求2魏场 跌水14+25012.02.047.58 45.3846.3844.381.210.3652.204.254.252.20.65
18、0.5751.951.95满足 要求3西 干渠雷场 跌水17+97010.71.446.45 44.2545.5543.550.90.70.3652.200.970.970.70.650.5750.620.62满足 要求建建筑筑物物消消能能复复核核计计算算表表表5-4序号建筑物 名称桩号计算工 况孔数 (n)闸孔 净宽B (m)闸孔 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）闸后 水深 h(m)闸下游 闸室长 (m)消力池 进口宽 (m)消力池 出口宽B1(m)下泄流 量Q设(m3/s)单宽流 量qc (m3/s)上游 水深 (m)下游 水深
19、 hs(m)总势 能 H0(m)流速 系数 计算收缩 断面水深 hc（m）佛汝德 数 rc2判断 有无 水跃计算共 轭水深 hc/（m ）试算 池深 d(m)试算水 跃淹没 系数水跃长 度消力池 长度（ m）海漫 长度（ m）1输水管0+000最不利 工况11.21.861.00 52.7051.5051.501.01.24.08.797.327.751.008.750.951.005.36有2.081.001.057.467.2217.552肖岭 节制闸5+600最不利 工况11.52.050.64 52.1450.6450.641.01.54.04.733.151.701.002.200.
20、950.584.95有1.240.501.054.484.147.313人字河东 闸9+772最不利 工况12.02.050.11 52.1150.1150.111.02.02.06.313.151.651.002.150.950.594.70有1.560.501.056.655.6610.154新民 节制闸15+970最不利 工况11.51.543.40 44.9043.4043.400.51.52.03.552.371.200.501.700.950.822.65有1.040.501.053.003.108.955姚毛湾节 制闸17+520最不利 工况11.51.541.66 43.164
21、1.6641.660.51.52.03.552.370.900.501.200.950.711.12有0.800.301.050.000.607.796严赵 节制闸12+670最不利 工况11.51.549.61 51.1149.6149.610.51.52.03.552.370.920.501.420.950.672.08有0.970.501.052.192.547.887蔡郑 节制闸15+970最不利 工况11.51.549.10 50.6049.1049.100.51.52.03.552.370.950.501.450.950.572.65有1.040.501.053.003.108.0
22、28瓦庙 分水闸0+400最不利 工况10.40.457.44 51.8451.4451.440.46.00.42.00.571.421.751.001.750.950.319.31无0.80 3.159台岭 分水闸5+500最不利 工况10.40.457.13 51.5351.1351.130.46.00.42.00.551.381.701.001.700.950.239.84无0.72 3.0610何畈 分水闸6+200最不利 工况10.40.457.12 51.5251.1251.120.46.00.42.00.471.171.651.001.650.950.1212.28无0.67 2
23、.7711周雷 分水闸12+310最不利 工况10.80.855.50 50.3049.5049.500.86.00.82.01.722.151.551.001.550.950.503.79无0.91 5.0912张代 分水闸17+020最不利 工况10.50.549.40 43.9043.4043.400.56.00.52.00.571.151.200.801.200.950.374.98无0.57 2.8613刘巷 分水闸18+770最不利 工况10.80.848.10 42.9042.1042.100.86.00.82.00.730.920.900.800.900.950.254.37无
24、0.54 2.2914谷石 分水闸10+087最不利 工况10.40.456.60 51.0050.6050.600.46.00.42.00.601.491.550.501.550.950.168.37无0.734.0615冯店 分水闸11+754最不利 工况10.40.456.30 50.7050.3050.300.46.00.42.00.431.081.250.701.250.950.207.57无0.57 2.7616何倒 分水闸12+515最不利 工况10.40.456.20 50.6050.2050.200.46.00.42.00.370.921.100.601.100.950.20
25、7.07无0.51 2.5617蔡郑 分水闸15+970最不利 工况10.40.455.10 49.5049.1049.100.46.00.42.00.340.860.950.600.950.950.284.82无0.44 2.2718龙尾 分水闸16+470最不利 工况10.40.454.80 49.2048.8048.800.46.00.42.00.320.800.800.500.800.950.273.67无0.39 2.1719雷陈 分水闸18+770最不利 工况10.80.851.42 46.2245.4245.420.76.00.82.00.640.800.800.700.800.
26、950.263.75无0.47 2.2020治山 泄洪闸1+800最不利 工况12.552.9451.851.2450.440.52.52.04.921.971.700.502.300.950.707.79有1.360.601.056.845.9912.0621姚毛湾泄 洪闸9+970最不利 工况12.052.0651.15 50.3650.060.52.02.02.811.401.550.502.050.950.2712.85有1.150.501.056.205.348.8122南巷节制 闸跌水13+250最不利 工况11.52.050.69 47.6149.4946.610.51.52.0
27、3.192.121.200.501.200.950.183.68有1.050.501.053.812.668.4823魏场 跌水14+250最不利 工况12.02.047.58 45.38 46.3844.380.52.02.04.252.121.200.501.200.950.492.13有0.970.501.052.591.819.8024雷场 跌水17+970最不利 工况10.71.446.45 44.25 45.5543.550.50.72.00.971.380.900.500.900.950.680.57有0.970.50 -2.324.06涵涵闸闸稳稳定定复复核核成成果果表表表5-
28、5序号名称计算 工况最大 应力（KPa ）最小 应力（ KPa）规范要 求的防 渗长度 (m)现状防 渗长度 (m)应力不均匀系数抗滑稳定安全系 数c规范值设计值规范值 设计值1肖岭 节制闸完建52.746.321.141.2设计50.345.410.52921.111.21.8校核53.444.216.5292.51.211.051.42人字河 东闸完建72.852.421.391.2设计74.261.410.512.521.211.21.9校核71.358.61212.52.51.221.051.723人字河 西闸完建45.439.121.161.2设计47.541.2310.521.15
29、1.22.3校核48.542.17.210.52.51.151.051.44新民 节制闸完建53.447.621.121.2设计55.849.335.321.131.21.9校核51.142.64.85.32.51.201.051.35姚毛湾 节制闸完建56.448.621.161.2设计57.348.210.516.521.191.22.1校核59.751.21516.52.51.171.051.56严赵 节制闸完建53.645.821.171.2设计57.448.238.521.191.22.1校核56.145.87.28.52.51.221.051.37蔡郑 节制闸完建47.641.82
30、1.141.2设计48.942.310.51621.161.21.9校核46.137.814162.51.221.051.48瓦庙 分水闸完建91.7259.5621.541.2设计84.4761.2161721.381.22.2校核78.8458.415172.51.351.051.649台岭 分水闸完建65.855.821.181.2设计67.257.971221.161.22.3校核63.8509122.51.281.051.410何畈 分水闸完建47.540.121.181.2设计49.841.291821.211.22.3校核49.642.315182.51.171.051.611周
31、雷 分水闸完建58.350.421.161.2设计61.251.6716.521.191.22.5校核59.749.41216.52.51.211.051.812张代 分水闸完建81.3257.6221.411.2设计76.3150.437.5921.511.21.9校核70.2151.25992.51.371.051.413刘巷 分水闸完建45.839.421.161.2设计46.340.235.321.151.22.2校核43.936.34.85.32.51.211.051.7114谷石 分水闸完建49.341.221.201.2设计51.443.838.521.171.22.1校核52.
32、244.27.28.52.51.181.051.515冯店 分水闸完建80.249.3221.631.2设计66.3259.213721.121.21.9校核60.4347.96672.51.261.051.5316何倒 分水闸完建66.760.321.111.2设计66.561.4610.521.081.22.2校核68.357.2910.52.51.191.051.717蔡郑 分水闸完建47.641.221.161.2设计44.942.235.321.061.21.8校核46.339.94.85.32.51.161.051.5618龙尾 分水闸完建64.355.421.161.2设计61.956.710.513.521.091.21.8校核61.446.91213.52.51.311.051.319雷陈 分水闸完建82.671.321.161.2设计83.973.238.521.151.21.8校核79.366.47.28.52.51.191.051.420治山 泄洪闸设计80.464.4613.521.251.22.1校核72.4352.871213.52.51.371.051.621姚毛湾 泄洪闸设计77.259.3838.521.301.21.7校核68.4248.527.28.52.51.411.051.4