河流流量计算要点.docx

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1、测站编码:M1IO54OO施泗弓教76检沙小34相战中沙:353-354叁线号起点也水位河底 岛"水深平均水 深垂线 何即隼线向 面积部分向枳市技平均流速部分 流通部分流僦取开”戏 间部分流测深测速取H(m)(m)(m)<m)(m)(m*>(mfsi(m/s)(mVs)(m%)4水边-92.20165.30165.300.001.681920311632.160.7423.8623.«61l.(M)1.00-73.00161.953.354.34170073.781.06256.00165 30159.975.335%160()95.28169.061.1319

2、0.1932.(M)-40.00165158.726.587.302000145.9()1.19659.08420.0016530157.298.019.222000184.30330.201.42468X853.()02.0()0.00165.30154.8810.4210.9227.0023 *41.65627.00165.30153.8811.4211.623000348.60643.441.951254.7174.(M)57()0164 30I534M11.8212.022500“"502.252682 4s882.0016530153.0812.2212372400296用

3、597382.391427.7495.003.00106.00165 30152.7812.5212.823100397X22.5310137.0()16530I52J813.1215373000401.10798.522.562CH4.2I2044.21II6.004.00167.00I65.M)I5I.6S13.62I3J22500338.002.5912192.00165 30151.8813.4212.922500323.00661.00153167233167133137.005.00217.0016530152.8812.4211.7729.00341.332.4714246.00

4、16530154.18I1J2102731.0031837659.702.391573381573.38158.006.00277.(M)16530155.889.428.722900252曲2.3016306.00165.30157.28«.027.721700131.2417323.0016530I57.KH7.427.171800129.06513.182.231144.391144.39189.(M)7.00341.0016530158386.926.673500233.452.1619376.00165.30158.886.426.223500217.70451.152.1

5、496321963.212010.008.004II.(M)165.30159.286.025.973600214.922.1121447.00165.30159385.925.973000179.10394.021.79705.30705.302211.009.00477.00165.30159.286.025.423000162.601.4723507.00165.30160.484.824.5229.00131.082412.00536.00165.30161.084.223.3231.0()102.9225567.0016530162.882.42L2I27.0032.67石水边594.00165.30165.300.00断面流量11937.35mVs水面宽686.20m水断而面积5679.08nr平均水深8.28m基本死水面积2 m最大水深13.62m泗涌平均流速2.10nVs相应水位m最大测点流速nVs测线数点数12/36说测距方法GPS铅鱼重量310kg流速仪忍七吊方式明测深方法回声仪测悬索角径7.7mm回专误L507.00165.30160.484.824.5229.00131.08

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