巴歇尔槽水位与流量对照表、探头安装位置要求表

1、巴歇尔槽构造如图十五。按巴歇尔槽构造尺寸表将图中的b,Ll,La,L,L2,Bl,B2,D,N,K数据填入。巴歇尔槽的水位-流量关系如“巴歇尔槽参数”表所示。喉道宽«b”为0.051,0.076,0.152,0.228,0.3米巴歇尔槽水位流量对应表如下：0.051米喉道巴歇尔槽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0.0000.0950.2800.52630.8221.1611.5411.9572.4072.889量097171112水位0.1000.1100.1200.1

2、300.1400.1500.1600.1700.1800.190流3.4013.9434.5125.10895.7306.3777.0487.7428.4609.199量847754927水位0.2000.2100.2200.2300.2400.2500.2600.2700.2800.290流9.96110.7411.5412.37013.2113.2113.2113.2113.2113.21量037444444水位0.3000.3100.3200.3300.3400.3500.3600.3700.3800.390流13.2113.2113.2113.21413.2113.2113.2113.

3、2113.2113.21量4444444440.076米喉道巴歇尔槽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0.00000.14070.41190.77221.20621.70462.26132.87163.53194.2393水位0.1000.1100.1200.1300.1400.1500.1600.1700.1800.190流量4.99145.78606.62147.49608.40859.357510.34211.36112.41313.499水位0.2000.2100.220

4、0.2300.2400.2500.2600.2700.2800.290流量14.61615.76416.94218.15119.38920.65521.95023.27224.62125.998水位0.3000.3100.3200.3300.3400.3500.3600.3700.3800.390流量27.40028.82930.28331.76331.76331.76331.76331.76331.76331.7630.152米喉道巴歇尔槽水位流量对应表水位单位：米流量单位：升/秒水位0.0000.0200.0400.0600.0800.1000.1200.1400.1600.180流量0.

5、00000.78842.35734.47337.047510.02713.37417.06221.07025.380水位0.2000.2200.2400.2600.2800.3000.3200.3400.3600.380流量29.97634.84839.98445.37451.01156.88662.99369.32575.87782.644水位0.4000.4200.4400.4600.4800.5000.5200.5400.5600.580流量89.62196.802104.19111.77119.54119.54119.54119.54119.54119.540.228米喉道巴歇尔槽水位

6、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0.0001.3463.8887.231911.2315.8020.8826.4432.4338.83量069115037水位0.2000.2200.2400.2600.2800.3000.3200.3400.3600.380流45.6352.7960.3168.16976.3584.8593.66102.7112.1121.8量042441663水位0.4000.4200.4400.4600.4800.5000.5200.5400.5600.580流

7、131.7141.9152.4163.19174.1185.4196.8208.5220.5232.6量796706606水位0.6000.6200.6400.6600.6800.7000.7200.7400.7600.780流245.0257.6257.6257.64257.6257.6257.6257.6257.6257.6量5444444440.300米喉道巴歇尔槽水位流量对应表水位单位：米流量单位：升/秒水位0.0000.0200.0400.0600.0800.1000.1200.1400.1600.180流0.0001.7695.0769.406714.5720.4526.9934.

8、1341.8150.01量000086059水位0.2000.2200.2400.2600.2800.3000.3200.3400.3600.380流58.7167.8777.4787.50797.94108.7120.0131.6143.5155.8量337891055水位0.4000.4200.4400.4600.4800.5000.5200.5400.5600.580流168.5181.4194.7208.41222.3236.5251.1265.9281.1296.5量089594701水位0.6000.6200.6400.6600.6800.7000.7200.7400.7600.7

9、80流量312.20328.17344.41360.91377.67394.70411.98429.51447.29447.29类别序号喉道段收缩段扩散段墙图bLNB1L1LaB2L2KD小10.0250.0760.0290.1670.3560.2370.0930.2030.0190.23型20.0510.1140.0430.2140.4060.2710.1350.2540.0220.2630.0760.1520.0570.2590.4570.3050.1780.3050.0250.4640.1520.3050.1140.4000.6100.4070.3940.6100.0760.6150.2

10、280.3050.1140.5750.8640.5760.3810.4570.0760.7760.250.600.230.781.3250.8830.550.920.080.80标70.300.600.230.841.3500.9020.600.920.080.9580.450.600.231.021.4250.9480.750.920.080.95准90.600.600.231.201.5001.00.900.920.080.95100.750.600.231.381.5751.0531.050.920.080.95型110.900.600.231.561.6501.0991.200.920

11、.080.95121.000.600.231.681.7051.1391.300.920.081.0131.200.600.231.921.8001.2031.500.920.081.0141.500.600.232.281.951.3031.800.920.081.0151.800.600.232.642.101.3992.100.920.081.0162.100.600.233.002.251.5042.400.920.081.0172.400.600.233.362.401.6042.700.920.081.0183.050.910.3434.764.271.7943.681.830.1

12、521.22大193.660.910.3435.614.881.9914.472.440.1521.52型204.571.220.4577.627.622.2955.593.050.2291.83216.101.830.6869.147.622.7857.323.660.3052.13巴歇尔槽构造尺寸单位：米227.621.830.68610.677.623.3838.943.960.3052.13239.141.830.68612.317.933.78510.574.270.3052.132412.191.830.68615.488.234.78513.824.880.3052.132515

13、.241.830.68618.538.235.77617.276.100.3052.13类别序号喉道宽度b(m)流里公式Q=Cha(L/S)水位范围h(m)流里氾围Q(L/S)临界淹没度最小取大最小取大小型10.02560.4ha30.0150.210.095.40.520.051120.7ha1.550.0150.240.1813.20.530.076177.1ha1.550.030.330.7732.10.540.152381.2ha1.580.030.451.50111.00.650.228_.1.53535.4ha0.030.602.52510.6标准型60.25l1.513561ha

14、0.030.603.02500.670.30679ha1.5210.030.753.54000.680.451038ha1.5370.030.754.56300.690.60)1.5481403ha0.050.7512.58500.6100.751772ha1.5570.060.7525.011000.6110.902147ha1.5650.060.7530.012500.6121.001.5692397ha0.060.8030.015000.7131.201.5772904ha0.060.8035.020000.7141.50八八八c.1.5863668ha0.060.8045.025000

15、.7151.804440ha1.5930.080.8080.030000.7162.105222ha1.5990.080.8095.036000.7172.406004ha1.6050.080.80100.040000.7大型183.05r,八1.67463ha0.091.07160.082800.8193.668859ha1.60.091.37190.0146800.8204.571.610960ha0.091.67230.0250400.8216.1014450ha1.60.091.83310.0379700.8227.6217940ha1.60.091.83380.0471600.8239.1421440ha1.60.091.83460.0563300.82412.1928430ha1.60.091.83600.0747000.82515.2435410ha1.60.091.83750.0930400.8十二、安装方法。定确况情场现据根，关有装安上道渠在与t，度强加一卡法设，大太度跨如架支头探部一团于大要厚壁，整平、滑光要面表内'，确准要寸尺内，做制钢璃玻用槽尔歇巴示图:明说上在布均，孔装安头价-D3aL2L段散扩L段道喉1L段缩收m004.DJIN+5