坡降计算.xls

坡降计算.xls

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主河道坡降计算序号高程各段长度（Zn-1+Zn）*Ln16052550100.05115557.8350094.32990364425120.05111046.35395103.8785173.4637594.7872980.67360120.4788545.458345102.8572509.259340123.184323.510320127.2283965.21137098.3267840.812365107.3878924.313300301.76200670.414275101.925860415250117.2561556.2516238102.5350034.6417230583.89273260.518200329.214155619192434.19170202.520189479.15182556.221175559.56203679.822163563.64190510.323157272.0387049.624135446.6130407.225130388.86103047.92695457.041028342775456.8477662.82867524.1874433.562966480.5763915.813065227.6529822.153160467.36584203258249.0729390.263353489.4754331.173449380.8638847.723545334.1631411.043643491.8443281.923741565.0747465.883839442.7335418.43937458.2234824.7235坡降合计11898.0535350970.019088水位AXRCQv3426.5818.21.4604435.5052627.22871.0244053434.534.1119.211.77563836.6807239.804681.1669534.53541.720.222.06231537.6072253.767791.2893953535.550.8127.131.87283537.0079761.437231.20915635.53661.4528.132.18450137.9697282.332791.3398343636.572.0829.132.47442538.76661104.94151.45590336.53782.7230.132.74543639.44397129.07271.56035637119.5236.75436.38614012010080604020032.53333.53434.53535.53636.53737.5y=1.9683Ln（x）+27.3414系列1Log.（系列1）水位河底宽高AXRCQ72.526.87516.013881.67823236.3374272.6750872.628.3416.374431.73074736.5245178.227237334.517.816651.93639137.21439102.632273.237.7618.537762.03692337.52965116.185272.526.87516.013881.67823236.3374272.6750872.526.87516.013881.67823236.3374272.6750872.526.87516.013881.67823236.3374272.67508桩号底高程左岸高程右岸高程左岸X左岸X180037.4740.9740.97-3.5-8.75170037.1440.6440.64160036.8140.3140.31150036.4839.9839.98140036.1539.6539.65130035.8239.3239.32120035.4938.9938.99110035.1638.6638.66100034.8338.3338.3390034.5383880034.1737.6737.6770033.8137.3137.31v2.704189342.76031134.52.974845353.07693835.52.704189362.70418936.52.70418937