重力坝工程量计算

挡水坝坝体工程分段12345左岸67891011高程536.5545.0545.0545.0545.0551.0551.0551.0551.0557.0557.0557.0557.0563.0563.0563.0563.0568.8568.8568.8568.8573.6总宽8.51.53.02.84.13.62.63.42.83.74.9断面面积519.0303.9303.9303.9303.9190.5190.5190.5190.5104.9104.9104.9104.946.246.246.246.215.315.315.315.30.0坝体3497456742533606378196157865737断面面积50.044.444.444.444.430.430.430.430.423.223.223.223.214.214.214.214.26.36.36.36.30.0坝坡4016711285110844948292315右岸分段12345左岸6789高程536.5545.0545.0545.0545.0551.0551.0551.0551.0557.0557.0557.0557.0563.0563.0563.0563.0总宽8.51.53.02.84.13.62.63.42.8542.5550.8550.8552.3552.3555.2555.2557.5557.5560.8560.8563.7563.7566.7566.7570.3570.3挖深6.05.85.87.37.34.24.26.56.53.83.86.76.73.73.77.37.3断面面积36.131.331.329.929.923.123.126.126.118.218.222.022.013.713.718.418.4土方量断面面积158.0286.45103.0103.045.9116.0116.079.558.958.968.88114.1114.190.81540.540.572.3696.996.946.4129.029.054.5784.584.540.3291011568.8568.8568.8568.8591.12.83.714.3573.2573.2578.6578.6591.14.44.49.89.80.010.410.416.716.70.040.3250.135119.40525.325.397.297.20.0溢流坝坝体工程量总宽总面积坝体19.4505.4上游坝坡19.419.7C30钢筋砼溢流堰面19.445.4剖面积总长导流底孔3.130.3工程量9711382881体积93.93垫层工程量剖面面积总宽35.522.0体工程量

分段123456789高程536.5551.0551.0551.0551.0557.0557.0557.0557.0563.0563.0563.0563.0568.8568.8568.8568.8573.6坝体14187总宽13.01.75.34.78.04.78.67.53.9断面面积519.0190.5190.5190.5190.5104.9104.9104.9104.946.246.246.246.215.315.315.315.30.0坝坡2212坝体461232478349360421726411530断面面积50.030.430.430.430.423.223.223.223.214.214.214.214.26.36.36.36.30.0坝坡5235214210915067884712合计开挖工程量

石方量1109.25164.25262.35242.2316.93247.32163.67192.95153.72右岸分段123456789高程536.5551.0551.0551.0551.0557.0557.0557.0557.0563.0563.0563.0563.0568.8568.8568.8568.8总宽13.01.75.34.78.04.78.67.55.6挖深8.94.84.86.16.13.43.45.95.93.03.05.05.03.33.36.26.2断面面积42.723.823.825.525.517.717.720.920.912.812.816.216.29.09.012.712.7153.72226.625694.98坝基段9576.95.619.40.00.034.7合计土方量2736石方量10010程量工程量781土方量4324211491135681088136断面面积274.472.572.5103.9103.933.533.580.380.320.120.147.047.024.324.345.045.0石方量2255150364267402158307260126366730.0100.41261948