《综合性可行性报告资料》桥梁第五章表格.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+40041.751.51/70000.01811.5910.30971.12556.650.728.337.720.650.5756.83满足要求0+4005+50041.71.51/70000.01811.14

2、10.12941.09956.440.717.887.170.650.5756.34满足要求5+5006+20041.651.51/70000.01810.689.949161.07456.220.707.446.770.650.5755.99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+31021.651.51/70000.0187.387.949160.92954.880.634.673.060.650.5752.71满足要求12+31017+0201

3、.51.51.51/70000.0185.636.908330.81453.680.583.263.630.650.5753.21满足要求17+02018+7701.51.11.51/70000.0183.475.466110.63451.490.491.701.630.650.5751.44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+7541.51.351.51/50000.0184.766.367490.74752.920.653.083.2

4、90.650.5752.91满足要求11+75412+5151.51.251.51/50000.0184.226.006940.70252.380.622.622.890.650.5752.56满足要求12+51515+9701.51.151.51/50000.0183.715.646380.65751.800.592.202.490.650.5752.20满足要求15+97016+4701.51.051.51/50000.0183.235.285830.61151.170.571.831.990.650.5751.76满足要求16+47018+7701.50.91.51/50000.0182

5、.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瓦庙分水闸0.50.81.51/30000.0251.363.380.40234.360.540.400.550.6

6、80.5750.47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0.811.51/30000.0252.304.410.52235.891.090.4710.680.5750.85满足要求张代支渠17+020张代分水闸0.50.81.51/30000.0251.363.380.40234.3

7、60.540.400.500.680.5750.42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10.71.51/30000.0251.443.520.40734.440.580.400.400.680.5750.34满足要求何倒支渠12+515何倒分水闸10.71.51/

8、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

9、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

10、.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 51.5150.1150.111.551.40.92 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 0.154.734.733.0

11、60.650.5752.712.71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 0.153.553.550.700.650.5750.620.62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1

12、5+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 52.2451.4451.441.750.80.820.951.001.000.550.680.5750.470.47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 52.1251.1251.121.651

13、0.820.650.370.370.30.680.5750.250.25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 44.2043.4043.401.20.80.820.400.650.650.500.680.5750.420.42满足要求6刘巷分水闸18+77010.80.843.00 42.9042.1042.100.90.80.820.100.730.730.70.680.5750.590.59满足要求7西干渠

14、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 51.0050.3050.301.250.70.820.550.760.760.400.680.5750.340.34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 49.7049.10

15、49.101.10.60.820.500.320.320.270.680.5750.230.23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+80012.552.9451.851.2451.941.7010.3651.144.924.924.3

16、84.38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27m51.4251.331.71.7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 47.6149.49

17、46.611.210.3653.083.193.192.20.650.5751.951.95满足要求2魏场跌水14+25012.02.047.58 45.3846.3844.381.210.3652.204.254.252.20.650.5751.951.95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

18、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

19、况11.52.050.64 52.1450.6450.641.01.54.04.733.151.701.002.200.950.584.95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1.040.5

20、01.053.003.108.955姚毛湾节制闸17+520最不利工况11.51.541.66 43.1641.6641.660.51.52.03.552.370.900.501.200.950.711.12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.

21、370.950.501.450.950.572.65有1.040.501.053.003.108.028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.

22、42.00.471.171.651.001.650.950.1212.28无0.67 2.7711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

23、.82.00.730.920.900.800.900.950.254.37无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.

24、42.00.370.921.100.601.100.950.207.07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.

25、82.00.640.800.800.700.800.950.263.75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 47.6

26、149.4946.610.51.52.03.192.121.200.501.200.950.183.68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 -2.32 4.06涵涵闸闸

27、稳稳定定复复核核成成果果表表表5-5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

28、.151.22.3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47.641.821

29、.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周雷分水闸

30、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52.244.27.2

31、8.52.51.181.051.515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