高 差平均高差 放坡系数槽底宽槽面宽12345=3-46=Σ 5/27891011121377.741.050.67 1.824.3820143.04YB14 141.831.8382033.0416.661.05YB13 131.821.83 0.67 1.824.31.824.382031.53.04174.251.05163.691.05YB12 121.821.82 0.671.63 0.67 1.824.082034.52.914.082032.91YB11 111.439YB10 101.821.63 0.671.821.8280.2182014.53.041.0519.360.671.824.34.38203.5YB991.821.82YB881.821.82 0.671.824.382061.5134.1482024.251.051.05340.20YB771.821.82 0.671.824.35.35YB661.821.82 0.671.821.822.93.68201.565.0982033.51.051.050.671.82YB550.821.32 0.67127.231.0517.85YB440.820.820.67YB223.68205YB331.821.324.3820231.051.054.382014.231.821.82 0.67 1.821.821.82 0.67 1.823.04高 差 计 算土 方 计 算管 径YB11 管 道 工 程 土 方 计 算 表工程名称：第 页 共 井 号桩 号地面高程 管底高程3.041.803.042.702.372.703.04沟 宽距 离含井管沟系数土方量3.511.471.051.05管长 1.050.000.00 0.67 1.821.88200.91 0.67 1.823.08201.050.003.041.82 0.67 1.824.38201.050.00116.171.82 0.67 1.824.3820141.0577.441.05 575.301.82 0.67 1.824.3820211.05211.05 116.171.82 0.67 1.824.38201041.82 0.67 1.824.3820 1.82YB22 221.82YB21 211.82YB20 201.82YB19 191.82YB18 18YB17 171.821.820.67160.42820291.053.04221.05 121.704.31.82YB16 168204.31.821.8277.741.05YB15 151.821.82 0.670.67 1.824.3820143.041.833.043.043.043.043.042.431.82467.252414.67467.252414.67 2.2682.9383.60814粗中砂基础管区粗中砂回填1.356.481.85单位长度管区粗中砂回填占体积8.9742.561.9512.191.852.4413.0781.670.593.662.442.449.4659.1223.99149.942.442.445.6635.351.378.532.442.441.177.3113.4684.112.442.4412.2976.801.177.312.442.445.4634.132.44管占体积1.7511.502.5016.750.7512.1330.757.251.751.5017.2515.751.507.000.390.390.390.390.390.390.390.390.390.390.390.39共 页2.8032.2429.442.8013.08单位长度沙垫层4.6731.310.390.390.500.500.5057.4713.553.271.403.26单位长度管占体积外运方21.490.500.5022.660.500.500.500.500.500.500.500.500.505.4634.1311.3170.702.442.448.5853.648.1951.202.442.4440.56253.558.1951.202.442.445.4634.130.000.002.442.440.000.000.000.002.442.44 182.221123.58 14.5011.0010.5052.007.000.0010.507.000.000.00 0.390.390.390.390.390.390.39 233.630.390.390.3919.6297.1919.6213.0813.0827.1020.560.000.000.000.500.500.500.500.500.500.500.500.500.50436.63 填土夯实(槽坑)土方1744.41182.221123.58 436.63
