A（槽底）B（管顶面处沟槽宽度）H（槽底至管顶高度）V90º扇形面积90º扇形中三角形面积270º扇形面积0.6 0.060.50.10.105 0.331.72 2.26120.821.63 0.1017360.06480.3052080.330.900.70.070.5 0.150.123 0.331.842.4934 0.992.150.1384740.08820.415422 0.481.110.80.080.5 0.150.1410.331.962.69261.11 2.580.1808640.11520.5425920.531.330.90.090.50.2 0.158 0.332.082.92481.283.200.2289060.14580.6867180.701.5810.10.50.2 0.176 0.332.23.1241.43.730.28260.180.84780.771.831.10.11 0.60.2 0.193 0.332.52 3.5232 1.524.590.341946 0.21781.0258380.922.311.2 0.12 0.6 0.250.211 0.332.643.75541.695.400.4069440.25921.2208321.142.641.350.1350.6 0.250.2370.332.824.0542 1.876.430.51503850.328051.54511551.263.101.50.15 0.60.30.264 0.3334.3862.17.760.635850.4051.907551.573.651.650.1650.80.3 0.290.333.585.08482.289.880.76937850.490052.30813551.954.851.8 0.18 0.80.30.3160.333.765.38362.46 11.25 0.9156240.58322.7468722.115.4820.20.80.30.3510.3345.7822.713.211.13040.723.39122.336.352.20.220.80.30.3870.334.246.1804 2.9415.32 1.3677840.87124.1033522.577.272.4 0.23 0.80.30.419 0.334.466.54563.1617.39 1.60524651.022454.81573952.798.172.60.235 0.80.3 0.45 0.334.676.89423.37 19.491.8496366251.17811255.548909875 3.029.072.8 0.255 0.80.3 0.850.334.917.29263.6122.032.1501346251.36951256.4504038755.308.12c2放坡系数管道断面积基础工程量基础上表面回填至管顶工程量06MS201-190º砂石基础钢筋混凝土管（8）每m工程量开挖至管顶土石方工程量图籍编号及名称(页码)管内径D(m)管壁厚t(m)ac1标准图籍相关工程量计算表管基尺寸(m)标准图籍相关工程量计算表3 0.275 0.80.3 0.520.335.15 7.6913.8524.722.4732406251.57531257.4197218753.55 11.28A（槽底）B（管顶面处沟槽宽度）H（槽底至管顶高度）V120º扇形面积120º扇形中三角形面积 240º扇形面积0.40.040.40.10.120.331.28 1.6628 0.580.850.0602880.02494080.1205760.260.410.5 0.05 0.40.10.150.331.41.8620.71.140.09420.038970.18840.320.540.6 0.06 0.50.10.180.331.72 2.26120.821.630.1356480.05611680.2712960.430.800.7 0.07 0.5 0.15 0.210.331.84 2.49340.992...
