尹家河设计河底高程计算
桩号原河底高程坡比设计河底高程0+3002050.70.01965019721972.00
1971.290.0256505019721970.72 0+1001969.80.02565010019721969.44 0+1501968.30.02565015019721968.15 0+2001967.090.02565020019721966.87 0+2501965.510.02565025019721965.59 0+3001964.50.02565030019721964.31 0+3501962.750.02565035019721963.02 0+40019610.02565040019721961.74 0+4501959.880.02565045019721960.46 0+50019590.02565050019721959.18 0+5501957.490.02565055019721957.90 0+60019560.02565060019721956.61 0+6501955.750.02565065019721955.33 0+7001955.510.02565070019721954.05 0+7501953.020.02565075019721952.77 0+8001952.510.02565080019721951.48 0+8501951.280.02565085019721950.20 0+9001950.030.02565090019721948.92 0+9501947.670.02565095019721947.64 1+0001946.540.025650100019721946.36 1+05319450.025653105319721945.00 1+1000.00 1+1500.00 1+2000.00 1+2500.00 1+3000.00
0.00
0.00 0+3002058.70.01945020582058.00 0+8002050.70.009350080020582050.56 1+2002037.30.0085400120020582047.80 1+6002033.90.0052400160020582049.68 2+2002030.80.0052600220020582046.56
0.00右0+000
0+502059.1
0+100
0+150
0+200
0+250
0+300
设计水面线安全超高堤顶高程
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3