管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H305.223305.529307.363309.128310.309312.154314.234315.532316.864318.367319.084320.200322.903324.767324.611323.930324.575325.969327.380330.105332.066331.488335.425337.047338.578高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ00+00000+05000+10000+15000+20000+25000+30000+35000+40000+45000+50000+55000+60000+65000+70000+72700+75000+80000+85000+90000+95001+00001+05001+10001+150306.41307.99309.3310.89312.15313.88315.74317.05318.43319.87321.19321.81324.55326.19325.79325.43326.15327.74329.34331.68333.62334.11336.59338.68340.02305.11306.67308.22309.78311.33312.89313.91315.81317.17318.53319.89320.2323.26324.76324.91323.93324.86326.45328.05330.18332.32331.89335.29336.98338.671.31.321.081.110.820.991.831.241.261.341.31.611.291.430.881.51.291.291.291.51.32.221.31.71.351.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.981.9921.8481.8661.6921.7942.2981.9441.9562.0041.982.1661.9742.0581.7282.11.9741.9741.9742.11.982.5321.982.222.012.072.111.651.701.191.483.201.951.992.152.072.712.052.331.292.482.052.052.052.482.074.142.072.912.17104.3493.8283.6972.1866.69117.07128.7598.44103.37105.34119.42118.92109.4290.4450.8052.01102.36102.36113.06113.55155.24155.24124.35126.841.1872.4611.9371.7621.8411.7261.5061.5181.5661.5032.1061.611.6471.4231.1791.51.5751.7711.961.5751.5541.0521.1651.6331.4421.31.341.561.441.381.291.581.251.341.351.71.61.231.271.421.2461.351.271.331.611.311.211.231.241.352.012.822.722.502.482.332.482.162.282.252.962.572.222.122.132.152.292.332.512.552.241.841.932.222.221.975.114.153.473.563.123.062.592.832.714.913.352.842.412.092.542.873.193.763.282.761.601.842.822.57黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H340.380341.024343.894346.664349.098351.632352.566356.226358.451360.787362.966365.377367.703368.753367.810368.951372.623375.489380.489383.627387.351391.060393.100394.810397.142高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ01+20001+25001+30001+35001+40001+45001+50001+55001+60001+65001+70001+75001+80001+85001+90001+95002+00002+05002+10002+15002+20002+25002+27002+30002+350341.68343.34345.52348.37350.72353.74355.63357.8360.35362.59364.96367.89369.81371.9368.96370.4375.06377.55382.67385.95389.38392.84395.89395.9398.99340.35342.04344.5346.96349.41351.87354.33356.66358.98361.31363.63365.95368.28370.6367.66369.1372.85376.6380.35384.1387.85391.6393.1394.58397.051.331.31.021.411.311.871.31.141.371.281.331.941.531.31.31.32.210.952.321.851.531.242.791.321.941.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.9981.981.8122.0461.9862.3221.981.8842.0221.9681.9982.3642.1181.981.981.982.5261.772.5922.312.1181.9442.8741.9922.3642.132.071.542.292.093.292.071.762.212.032.133.462.542.072.072.074.121.414.403.252.541.955.682.113.46107.34104.8490.0895.61109.38134.50134.0095.6299.12105.86103.85139.59149.88115.13103.35103.35154.61138.20145.24191.14144.63112.1976.33116.85139.101.32.3161.6261.7061.6222.1083.0641.5741.8991.8031.9942.5132.1073.1471.151.4492.4372.0612.1812.3232.0291.782.791.091.8481.231.321.251.361.271.221.271.381.31.241.311.221.181.231.251.361.251.341.231.211.381.521.231.341.562.012.712.232.382.242.483.112.322.442.322.512.732.443.121.942.232.712.582.542.602.602.592.901.992.672.114.672.833.192.853.906.712.923.553.213.804.963.826.841.832.604.834.044.114.434.043.665.771.823.91黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H398.040399.556401.455403.565407.530407.710407.230415.235426.456430.050433.565431.005432.452434.308436.107438.235440.736442.282444.991449.516450.670451.586452.289453.561453.304高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ02+37002+40002+45002+50002+55002+57302+60002+65002+70002+75002+80002+85002+90002+95003+00003+05003+10003+15003+20003+25003+30003+35003+40003+45003+470399.61401.24403.44405.78407.53408.98412.45417.25427.97432.25435.11432.78434.24435.91437.39439.55442.14443.9447.1451.49452.36452.66453.65455.26455.37398.04399.53402404.48408.13409.71407.71415.95426.67430.24433.81431.13432.91434.69436.47438.25440.43442.6446.18450.35450.56451.36452.54453.71454.181.571.711.441.3004.741.31.32.011.31.651.331.220.921.31.711.30.921.141.81.31.111.551.191.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.22.1422.622.2262.932.0642.351.982.071.20.001.20.004.04412.431.982.071.982.072.4063.621.982.072.192.801.9982.131.9321.911.7521.361.982.072.2262.931.982.071.7521.361.8841.762.283.131.982.071.8661.702.132.581.9141.8560.8183.29131.98110.4351.670.00167.78362.38103.35142.28142.28121.59123.09100.9381.7185.62124.91124.9185.6277.90122.25129.9894.22107.0644.341.571.6841.9852.21501.275.222.0151.5142.21.5451.7751.7881.6021.2831.3151.4041.6182.1092.2441.691.0741.3611.6992.0661.271.21.381.291.581.461.371.421.351.51.441.231.271.521.441.351.281.391.421.351.291.411.231.281.352.212.212.572.621.582.224.502.632.262.822.372.292.342.482.212.142.122.362.692.702.302.052.052.302.592.732.873.924.330.002.3415.334.082.734.752.943.133.233.202.342.292.393.034.334.543.041.862.233.044.07黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H454.648456.307454.258455.220455.300456.322455.908456.992458.650457.795460.162461.685463.160465.117466.745468.730467.298465.318463.024461.620461.318463.123465.176467.092466.191高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ03+50003+55003+60003+63503+65003+70003+75003+80003+85003+90003+95004+00004+05004+10004+15004+20004+25004+30004+35004+40004+45004+50004+55004+60004+650455.76457.42456.02456.83458.02457.46458.22459.37460.1461.05462.05463.15464.38466.37467.94469.92468.28466.56464.77463.18463.46464.83466.93469.61468.24454.89456.06454.72455.22455.44456.16457.04457.92458.8458.92460.83461.85463.08464.92466.77468.62466.93465.25463.56461.88461.91463.03465.91467.16467.080.871.361.31.612.581.31.181.451.32.131.221.31.31.451.171.31.351.311.211.31.551.81.022.451.161.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.7222.0161.982.1662.7481.981.9082.071.982.4781.9321.981.982.071.9021.982.011.9861.9261.982.132.281.8122.671.8961.272.192.072.715.092.071.832.372.073.921.912.072.072.371.812.072.172.091.892.072.583.131.544.741.8046.8686.45106.3583.5958.52179.0097.52105.11110.94149.60145.6999.44103.35110.94104.6497.04105.84106.3499.4598.96116.19142.82116.70156.92163.411.1121.1131.7621.612.721.1382.3122.3781.453.2551.8881.4651.221.2531.1951.190.9821.2421.7461.562.1421.7071.7542.5182.0491.271.321.361.21.281.271.3521.271.371.281.41.481.381.51.351.381.71.681.71.61.411.291.251.2701.941.992.422.172.911.952.743.432.143.322.412.282.212.132.222.061.972.452.732.642.892.432.342.762.501.781.843.332.715.701.834.726.452.477.643.492.692.252.202.222.031.642.573.853.384.803.283.195.053.86黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H467.762469.340469.417469.340469.917470.495471.053473.001473.874475.431476.387478.176479.740481.895483.486485.200487.188487.957489.491492.180494.389495.780495.807496.280497.376高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ04+66404+68804+70004+75004+80004+85004+90004+95005+00005+05005+10005+15005+20005+25005+30005+35005+40005+45005+50005+55005+60005+64305+65005+66005+700468.65471.32471.19470.46471.48472.04472.59473.98475.25476.56478.07479.68481.19483.68485.28486.57488.51489.66491.48494.15495.83496.75497.84498.25498.79467.35470.02469.86469.16469.87470.58471.29472.73474.16475.59477.02477.91479.89481.93483.98485.53487.08488.63490.18492.35494.53495.78495.99496.28497.441.31.31.331.31.611.461.31.251.090.971.051.771.31.751.31.041.431.031.31.81.30.971.851.971.351.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.981.981.9981.982.1662.0761.981.951.8541.7821.832.2621.982.251.981.8242.0581.8181.982.281.981.7822.312.3822.012.072.072.132.072.712.392.071.971.661.451.593.062.073.022.071.572.331.552.073.132.071.453.253.532.1727.0449.6125.16104.84119.42127.53111.46100.8990.8377.7775.93116.37128.27127.14127.1490.9997.5597.0990.53129.97129.9775.5416.4333.88113.900.8881.981.7731.121.5631.5451.5370.9791.3761.1291.6831.5041.451.7851.7941.371.3221.7031.9891.971.4410.972.0331.971.4141.41.3001.61.721.62.231.451.851.621.531.351.31.31.151.251.21.31.151.21.61.21.21.21.21.81.932.492.662.392.543.162.372.442.452.212.362.202.172.222.332.022.092.172.392.782.061.782.422.382.651.483.753.782.303.234.162.942.102.802.113.122.632.523.013.212.212.242.833.574.322.351.453.683.533.15黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H498.445499.890500.399500.940501.454501.290501.547502.531504.037506.066507.796512.180512.401514.550516.194518.415520.536520.658521.239521.620522.097523.216524.383525.376528.515高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ05+75005+78405+80005+82005+85005+88005+90005+95006+00006+05006+10006+15006+20006+25006+30006+35006+40006+45006+50006+51206+55006+60006+65006+67006+700499.86501.28503.03502.17504.41502.59503.12504.19505.66507.51509.64512.31515.37516.14517.6520.37522.32522.49523.35522.69523.19524.17525.39525.91530.31498.9499.89500.36500.94501.81501.29501.8503.08504.36506.35508.34512.27515.37514.82516.3518.56520.82521.18521.53521.62521.89523.05524.22524.61529.010.961.392.671.232.61.31.321.111.31.161.30.0401.321.31.811.51.311.821.071.31.121.171.31.31.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.7762.0342.8021.9382.761.981.9921.8661.981.8961.981.2241.21.9921.982.2862.11.9862.2921.8421.981.8721.9021.981.981.432.255.341.935.152.072.111.702.071.802.070.050.002.112.073.152.482.093.181.632.071.721.812.072.0789.8862.4960.7272.73106.17108.2341.7495.2194.2296.5796.5752.89103.3552.67104.34130.55140.75114.05131.6128.8370.1994.6888.3738.8262.011.4151.392.6311.232.9561.31.5731.6591.6231.4441.8440.132.9691.591.4061.9551.7841.8322.1111.071.0930.9541.0070.5341.7951.41.31.21.221.451.251.321.21.41.251.61.951.81.231.431.261.251.41.31.281.21.231.281.21.242.252.132.781.963.222.032.262.202.372.122.712.033.582.182.272.432.322.502.571.921.861.801.881.522.322.582.395.231.956.912.132.822.823.062.433.970.267.992.712.603.613.183.574.081.711.671.451.590.733.19黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H526.731525.500525.500526.062525.737525.985526.546527.513528.482529.560531.778534.656535.849537.172536.787537.496539.009539.503540.414542.174542.640544.372544.979546.484546.869高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ06+75006+77206+80006+85006+90006+95007+00007+05007+10007+15007+20007+25007+30007+35007+40007+45007+50007+55007+60007+65007+70007+75007+80007+85007+900528.68526.5526.99527.89527.78527.68528.38529.53530.49532.23533.62535.71538.29538.69538.39540.09540.95541.76542.82543.97544.8545.84546.75547.62549.17526.57525.5525.61525.8525.99526.18526.38527.43528.48529.53532.02534.5536.99537.04537.09537.97538.86539.74540.62542.67543.57544.48545.39546.29547.22.1111.382.091.791.522.12.012.71.61.211.31.651.32.122.092.022.21.31.231.361.361.331.971.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.22.4661.82.0282.4542.2742.12.42.462.4062.822.161.9261.982.191.982.4722.4542.4122.521.981.9382.0162.0161.9982.3823.871.502.233.823.112.483.603.843.625.432.691.892.072.802.073.893.823.654.092.071.932.192.192.133.53148.3759.0452.18151.14173.19139.61151.88186.08186.68226.28202.88114.4898.96121.59121.59148.98192.77186.66193.50153.9899.92102.92109.34107.84141.371.94911.491.8282.0431.6951.8342.0172.0082.671.8421.0542.4411.5181.6032.5941.9412.2572.4061.7962.161.4681.7711.1362.3011.21.31.21.21.61.31.351.21.221.3511.21.41.261.21.31.31.21.41.231.41.51.241.21.22.371.902.092.302.832.322.452.412.422.952.111.832.862.172.162.862.462.552.842.312.702.382.301.882.583.481.602.453.204.523.073.483.643.665.742.861.605.202.602.695.393.654.245.113.184.422.853.141.754.35黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H548.020549.553549.548550.542551.35551.602552.51552.665553.41554.825555.561557.406558.63560.081559.641560.213561.424562.001564.125566.404567.863570.223574.942高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ07+95008+00008+05008+10008+15008+20008+25008+30008+35008+40008+45008+50008+55008+57608+60008+61108+70008+75008+80008+85008+90008+95009+00009+03009+050549.41551.59551.87552.51552.54552.95553.9553.89555.06556.39557.05558.66560.98567.71561.75561.17561.64562.89563.5566.01567.68569.42572.02574.15576.58548.11549.34550.57550.98551.38551.78552.19552.59553.75554.9556.05557.38558.72559.41559.25559.17560.34561.27562.2564.31566.42568.52571.22572.85574.391.32.251.31.531.161.171.711.31.311.4911.282.268.32.521.31.621.31.71.260.90.81.32.191.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.982.072.554.221.982.072.1182.541.8961.801.9021.812.2262.931.982.071.9862.092.0942.451.81.501.9682.032.5564.246.1830.632.74.882.43.601.982.072.1722.731.982.072.222.911.9561.991.741.321.681.151.982.072.5144.07139.88157.14157.14115.13108.3590.26118.60124.91103.85113.5298.8588.19156.79453.33227.9846.61105.34119.96119.96124.35122.3882.7861.8748.2861.341.392.0372.3221.9681.191.3481.391.2251.651.5651.4891.2542.351.6691.3891.4271.4661.4991.8851.2761.5571.7971.6381.21.21.251.31.21.31.21.71.241.21.21.21.21.21.21.21.21.71.31.21.21.31.22.032.422.642.481.912.112.032.442.232.142.091.952.612.202.032.062.082.602.431.972.132.382.182.253.694.523.721.852.302.252.532.862.612.451.984.482.842.252.322.403.223.522.022.603.302.77黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H578.026577.793578.842581.079582.74581.253579.14579.526579.75580.191582.359584.415586.558589.577593.559593.927592.981594.082594.749595.299595.697598.342高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ09+10009+15009+16809+20009+25009+30009+32809+35009+36709+40009+42009+45009+50009+55009+60009+65009+70009+75009+77009+80009+85009+90009+93109+95010+000579.55579.6578.82580.33582.37584.46585.27582.25580.44581.73580.65580.93581.71583.8585.39588.11591.3595.14596.12595.23594.5595.63596.32597.55597.16578.25577.71577.52578.81580.82582.84583.97581.24579.14579.45579.64579.93580.41582.44584.48586.51589.97593.43594.82594.21593.2594.09594.64594.97595.861.31.891.31.521.551.621.31.011.32.281.0111.31.360.911.61.331.711.31.021.31.541.682.581.31.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.982.3341.982.1122.132.1721.981.8061.982.5681.8061.81.982.0161.7462.161.9982.2261.981.8121.982.1242.2082.7481.982.073.342.072.522.582.732.071.522.074.301.521.502.072.191.342.692.132.932.071.542.072.562.865.092.07153.35135.1748.6673.35127.45132.8067.1839.4430.47104.9858.1445.2789.18106.3588.18100.71120.37126.4049.9654.0590.08115.6684.0475.58179.001.5241.8071.4881.2911.720.9971.32.2041.181.5191.4410.9751.5521.7231.5811.3031.5191.5481.5712.2511.4631.2281.21.31.21.21.21.21.21.21.351.81.41.71.221.41.21.21.21.21.21.21.22.112.382.091.972.231.801.982.522.062.712.262.292.133.032.351.982.112.132.142.552.081.942.533.332.452.052.951.492.074.102.013.432.641.942.594.342.962.072.522.582.634.222.401.93黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H600.707604.668608.407610.606607.649606.687606.298603.015599.35596.441594.13591.634590.005588.576588.576587.359588.16589.11590.55592.537595.406595.273595.582高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ10+05010+10010+15010+17210+20010+25010+29010+30010+31210+35010+40010+45010+50010+55010+60010+63610+65010+70010+75010+76510+80010+85010+90010+95011+000599.57602.43606.58606.95610.2612.17608.7608.23608.15604.35600.51597.76595.32593.01591.44591.36590.21588.08588.16589.67590.55592.19593.86596.51596.25598.7601.55604.4605.65607.52610.87607.76606.99606.05603.1599.21596.62594.02592.21590.4589.1588.59586.78586.86587.46588.87590.88592.89594.91595.290.870.882.181.32.681.30.941.242.11.251.31.141.30.81.042.261.621.31.32.211.681.310.971.60.961.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.7221.7282.5081.982.8081.981.7641.9442.461.951.981.8841.981.681.8242.5562.1721.981.982.5262.2081.9861.7822.161.7761.271.294.042.075.372.071.391.953.841.972.071.762.071.151.574.242.732.072.074.122.862.091.452.691.4383.4563.98133.2567.20104.13185.9469.2016.7134.75110.42100.8995.6295.6280.4868.11104.7048.83119.96103.3546.38122.15123.7488.33103.36102.911.7231.9121.7931.5641.0511.5431.8521.3351.161.3191.191.3761.4351.6341.6340.72101.441.641.3231.1040.9771.3981.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.21.22.232.352.282.141.832.132.312.001.901.991.912.032.062.182.181.631.202.062.181.991.861.792.042.963.393.122.611.592.573.252.141.802.101.852.222.342.762.761.020.002.352.772.111.691.462.26黄土坡(00+000～11+３８６)管沟设计开挖方量与实际开挖方量对照表

工程量3高差ｈ总工程量m（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊地面高程设计开挖(ｈ＝Ｈ-（Ｌｎ＋５０－Ｌｎ）高程Ｈ１ＨＨ１)下底ａ上底ｂ面积ｓ方量(m3)Ｖ2(m)(m)(m）工程量实际开挖高程H高差h总工程量m3（Ｖ=（ｓｎ＋ｓｎ＋１）/２＊（Ｌｎ＋５０－

Ｌｎ）面积ｓ下底ａ(m)上底ｂ(m)(m2）点号Ｌ11+05011+10011+10511+12611+15011+16711+20011+24111+25011+30011+32711+35011+386596.98602.27602.88600.85606.46610.57609.14605.17603.16605.88609.27609.4619.4595.681.3600.172.1600.052.83599.551.3604.61.86608.172.4607.142603.172603.090.07604.581.3606.482.79608.131.27615.14.3总工程量：1.21.21.21.21.21.21.21.21.21.21.21.21.21.982.072.463.842.8985.801.982.072.3163.272.644.612.43.602.43.601.2420.091.982.072.8745.681.9622.013.7810.7187.39147.7524.1082.5964.0466.96135.43147.6016.5853.81104.6388.45228.8728117.94总工程量：量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ177.01231.55190.40175.65166.94154.50141.22135.57138.52190.44206.61154.83131.36112.6562.5862.27151.51173.73175.98151.00109.1386.13116.63134.89量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ116.91169.31187.30150.47151.06168.85265.31240.58161.65169.04175.40219.13219.46266.50216.90110.87185.71221.60203.64213.48211.62192.2894.23113.76143.11量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ66.4184.07169.82206.26108.2326.89238.46485.13170.27187.09192.32151.73158.96160.87138.66115.88117.06135.57184.09221.73189.42122.43102.25131.7671.10量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ87.7990.60129.21105.6563.08188.37163.96279.43223.12252.75278.10154.52123.67111.31110.53106.3191.89105.47160.55180.75204.64202.12161.67205.88222.78量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ37.3962.7645.18152.06138.41184.88177.47125.90122.40122.67130.79143.89128.74138.11155.42135.38111.25126.79160.05197.25166.7181.6717.9436.04133.47量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ143.1784.4660.9671.88132.93135.5949.51140.88146.97137.32160.03105.73206.18267.57132.94155.34169.87168.91191.3234.7764.2877.9175.9923.2058.78量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ166.7755.8656.76141.25192.93189.66163.76178.15182.51235.06215.08111.45170.08195.22132.46202.13226.11197.25233.54207.05190.01181.80149.64122.18152.50量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ164.93148.42205.23206.01139.33103.76113.63119.51134.89136.89126.62110.71161.330.00182.88127.10114.22118.18140.66168.47138.40115.38147.510.00151.88量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ132.40146.360.00144.46112.48125.020.00111.1530.27101.790.00152.82135.93151.67114.58113.19173.04182.50125.91114.70127.2980.6365.05165.48108.09量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ122.110.00158.73162.680.00143.1784.0620.7934.90102.3798.3197.5198.94101.80113.97127.540.0094.5725.5358.75128.12122.1995.0878.7393.07量

＋ｓｎ＋１）/２＊（Ｌｎ＋５０－Ｌｎ）

方量(m3)Ｖ34863.69