流量水位对应关系表

1、表一、直角三角堰水位流量对应表 水位单位：米 流量单位：升/秒水位0.0000.0100.0200.0300.0400.0500.0600.0700.0800.090流量0.00000.01360.07720.21270.43670.76291.20351.76932.47053.3164水位0.1000.1100.1200.1300.1400.1500.1600.1700.1800.190流量4.32325.48646.84318.359110.09512.01614.14416.54319.15022.070水位0.2000.2100.2200.2300.2400.2500.2600.27

2、00.2800.290流量25.13228.43932.26936.24140.51045.010-表二、0.25米矩形堰水位流量对应表 水位单位：米 流量单位：升/秒水位0.0000.0100.0200.0300.0400.0500.0600.0700.0800.090流量0.00000.43761.23972.28123.51814.92506.48498.185510.01811.973水位0.1000.1100.1200.1300.1400.1500.1600.1700.1800.190流量14.04716.23218.52620.92423.42326.02028.71231.497

3、34.37337.338水位0.2000.2100.2200.2300.2400.2500.2600.2700.2800.290流量40.39043.52746.74950.05453.44156.907-表三、0.5米矩形堰水位流量对应表 水位单位：米 流量单位：升/秒水位0.0000.0100.0200.0300.0400.0500.0600.0700.0800.090流量0.0000087742.48744.58007.06749.899513.04316.47320.17124.124水位0.1000.1100.1200.1300.1400.1500.1600.1700.1800.19

4、0流量28.31732.74337.39142.25547.32852.60558.08163.75169.61175.658水位0.2000.2100.2200.2300.2400.2500.2600.2700.2800.290流量81.88888.29994.888101.65108.59115.70122.97130.42138.03145.80水位0.3000.3100.3200.3300.3400.3500.3600.3700.3800.390流量153.74-表四、0.75米矩形堰水位流量对应表 水位单位：米 流量单位：升/秒水位0.0000.0200.0400.0600.0800

5、.1000.1200.1400.1600.180流量0.00003.748810.67019.72330.55442.96056.82172.03888.545106.29水位0.2000.2200.2400.2600.2800.3000.3200.3400.3600.380流量125.23145.33166.57188.92212.36236.88262.46289.09316.77345.47水位0.4000.4200.4400.4600.4800.5000.5200.5400.5600.580流量375.20405.95437.71470.48504.26539.04-表五、1米矩形堰水

6、位流量对应表 水位单位：米 流量单位：升/秒水位0.0000.0200.0400.0600.0800.1000.1200.1400.1600.180流量0.00004.978014.14126.09240.34556.62674.75694.605116.08139.09水位0.2000.2200.2400.2600.2800.3000.3200.3400.3600.380流量163.59189.53216.85245.54275.54306.85339.43373.26408.33444.63水位0.4000.4200.4400.4600.4800.5000.5200.5400.5600.5

7、80流量482.13520.83560.71601.76643.98687.36-附录一、巴歇尔槽构造尺寸 单位：米类别序号喉道段收缩段扩散段墙高bLNB1L1LaB2L2KD小型10.0250.0760.0290.1670.3560.2370.0930.2030.0190.2320.0510.1140.0430.2140.4060.2710.1350.2540.0220.2630.0760.1520.0570.2590.4570.3050.1780.3050.0250.4640.1520.3050.1140.4000.6100.4070.3940.6100.0760.6150.2280.30

8、50.1140.5750.8640.5760.3810.4570.0760.77标准型60.250.600.230.781.3250.8830.550.920.080.8070.300.600.230.841.3500.9020.600.920.080.9580.450.600.231.021.4250.9480.750.920.080.9590.600.600.231.201.5001.00.900.920.080.95100.750.600.231.381.5751.0531.050.920.080.95110.900.600.231.561.6501.0991.200.920.080.9

9、5121.000.600.231.681.7051.1391.300.920.081.0131.200.600.231.921.8001.2031.500.920.081.0141.500.600.232.281.951.3031.800.920.081.0151.800.600.232.642.101.3992.100.920.081.0162.100.600.233.002.251.5042.400.920.081.0172.400.600.233.362.401.6042.700.920.081.0大型183.050.910.3434.764.271.7943.681.830.1521.

10、22193.660.910.3435.614.881.9914.472.440.1521.52204.571.220.4577.627.622.2955.593.050.2291.83216.101.830.6869.147.622.7857.323.660.3052.13227.621.830.68610.677.623.3838.943.960.3052.13239.141.830.68612.317.933.78510.574.270.3052.132412.191.830.68615.488.234.78513.824.880.3052.132515.241.830.68618.538

11、.235.77617.276.100.3052.13附录二、巴歇尔槽水位-流量公式类别序号喉道宽度b(m)流量公式Q=Chan(L/S)水位范围h(m)流量范围Q(L/S)临界淹没度%最小最大最小最大小型10.02560.4ha1.550.0150.210.095.40.520.051120.7ha1.550.0150.240.1813.20.530.076177.1ha1.550.030.330.7732.10.540.152381.2ha1.540.030.451.50111.00.650.228535.4ha1.530.030.602.52510.6标准型60.25561ha1.5130

12、.030.603.02500.670.30679ha1.5210.030.753.54000.680.451038ha1.5370.030.754.56300.690.601403ha1.5480.050.7512.58500.6100.751772ha1.5570.060.7525.011000.6110.902147ha1.5650.060.7530.012500.6121.002397ha1.5690.060.8030.015000.7131.202904ha1.5770.060.8035.020000.7141.503668ha1.5860.060.8045.025000.7151.804440ha1.5930.080.8080.030000.7162.105222ha1.5990.080.8095.036000.7172.406004ha1.6050.080.80100.040000.7大型183.057463ha1.60.091.07160.082800.8193.668859ha1.60.091.37190.0146800.8204.5710960ha1.60.091.67