挖沟槽土方量表序号管道程式井型号测量沟槽挖沟槽沟槽沟槽长度下底宽深度上底宽放坡（M）(M)（M）（M）挖沟槽断面积(M2)井挖深(M)井放坡井中心到实际挖挖沟槽土放坡边缘方长度方体积距离 (M)(M)(M3)d=(井内径+C=d+(H×墙厚+工作I)/2位)/2挖井底长(M)挖井底宽(M)井挖土方量(M3)井实井实体积面积(M3)(M2)Lbh2.002.001.551.401.401.381.381.351.351.551.351.571.571.291.291.551.551.531.531.550.941.20īS挖=[(a+b)a=2hi+b×h]/21.5001.5001.8551.8101.8101.8041.8041.7951.7951.8551.7951.8611.8611.7771.7771.8551.8551.8491.8491.8551.6721.7502.4002.4002.5152.2402.2402.2042.2042.1502.1502.5152.1502.5522.5522.0432.0432.5152.5152.4782.4782.5151.4391.884HIL=L-CV=S挖*L'A=2d长'B=2d宽V'=H/3[AB+(2HI+A)(2HI+B)+AB(2HI+A)(2HI+B)]14.6129.9029.5529.0332.5832.9527.9932.5832.22S井V井=S井*H1231#原孔--2#2#--(3#)3#--(4#)4#--(5#)5#--(6#)6#--(7#)7#--(8#)8#--(9#)9#--(10#)10#--(梅峰原13#)8#--(8-1#)P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*2小直小直小直小直小直小直小直小直小直小直SK23.50.91.391.391.391.391.391.391.391.391.391.390.150.150.150.150.150.150.150.150.150.150.152.50.251.11.741.741.741.741.741.741.741.741.740.941.412.022.022.022.042.042.012.042.042.041.051.09-3.44-4.04-4.04-4.06-4.09-4.05-4.05-4.08-4.08-3.062.61-8.17-8.98-8.79-9.46-9.60-9.30-9.23-10.19-10.19-5.092.23.483.483.483.483.483.483.483.483.481.881.42.682.682.682.682.682.682.682.682.681.634.704.704.704.704.704.704.704.704.7011.7510.6210.5310.3911.3311.4210.1111.3311.230.002.260.252.240.252.210.252.410.252.430.252.150.252.410.252.390.252.410.251.50.1545678910115.881.842.76合计3.5(86.38)267.28101.461
挖沟槽土方量表序号管道程式井型号测量长度（M）井中心到实际包墙外壁距封等长离(M)度 (M)d'=(井内径l=L-d'+墙厚)/2破柏油路破水泥砼路未包封砂浆填包封面包封体混凝土基孔孔面积管道面积管道体积混凝土基面础面积面(150MM)管面积缝体积积积础（M）(150MM数(M2)(M2)(M3)(M2)(M3)(M2)(M3)（M2）以下以下)S孔S未V填S包S包S管=S未+SV包=S包V管=S管*l=0.08*0.8+S*l管基础9Ll'=l1231#原孔--2#2#--(3#)3#--(4#)4#--(5#)5#--(6#)6#--(7#)7#--(8#)8#--(9#)9#--(10#)10#--(梅峰原13#)8#--(8-1#)P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*4P4*2小直小直小直小直小直小直小直小直小直小直SK23.50.91.541.541.60-2.44-3.08160.009160.009160.0090.28090.2060.2809-0.3150.2809-0.3970.1400.2240.0630.0630.0630.4840.4840.4840.77(1.18)(1.49)1.60-2.44-3.085.691.160.140-0.3420.140-0.43145678910111.541.341.341.341.541.541.340.74-3.08-2.88-2.68-2.68-2.88-3.08-2.88-2.08160.009160.009160.009160.009160.009160.009160.00980.0090.2809-0.3970.2809-0.3710.2809-0.3460.2809-0.3460.2809-0.3710.2809-0.3970.2809-0.3710.1325-0.1180.140-0.4310.140-0.4030.140-0.3750.140-0.3750.140-0.4030.140-0.4310.140-0.4030.095-0.1980.0630.0630.0630.0630.0630.0630.0630.0630.4840.4840.4840.4840.4840.4840.4840.291(1.49)(1.39)(1.30)(1.30)(1.39)(1.49)(1.39)(0.61)-3.08-2.88-2.68-2.68-2.88-3.08-2.88-2.0819.31合计3.5(3.22)(3.57)(12.26)(26.16)5.6920.472