按设计断面计算工程量核算.xls
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1、苕苕溪溪清清水水入入湖湖河河道道整整治治导导流流港港清清淤淤工工程程(德德清清段段)设设计计工工程程量量计计算算表表断面桩号断面面积平均断面面积断面间距清淤工程量0+00011.2849.06502452.750+05086.8389.32504466.000+10091.8193.67504683.500+15095.5399.32504966.000+200103.1186.70504334.750+25070.2871.24503561.750+30072.1936.10501804.750+3500.0038.08501904.000+40076.1681.31504065.500+4
2、5086.46104.56505228.000+500122.66132.76506637.750+550142.85141.60507080.000+600140.35127.32506365.750+650114.2893.28504663.750+70072.2786.44504321.750+750100.60109.46505473.000+800118.32122.78506138.750+850127.23130.11506505.250+900132.98136.25506812.500+950139.52134.32506716.001+000129.1298181.5011
3、9.75505987.501+050110.38109.10505454.751+100107.81101.47505073.501+15095.1388.90504444.751+20082.6692.01504600.251+250101.35105.59505279.501+300109.83106.26505312.751+350102.68107.49505374.501+400112.30113.93505696.251+450115.55118.59505929.501+500121.63116.82505841.001+550112.01117.48505873.751+600
4、122.94121.20506060.001+650119.46122.47506123.251+700125.47125.07506253.251+750124.66132.91506645.501+800141.16127.36506368.001+850113.56117.97505898.501+900122.38124.71506235.251+950127.03124.22506210.752+000121.40125.98506299.002+050130.56121.47506073.252+100112.37118.99505949.252+150125.60132984.0
5、0127.68506383.752+200129.75137.91506895.502+250146.07147.90507394.752+300149.72147.51507375.502+350145.30149.88507493.752+400154.45152.75507637.502+450151.05149.54507477.002+500148.03147.82507390.752+550147.60150.64507532.002+600153.68156.65507832.252+650159.61158.99507949.502+700158.37160.76508037.
6、752+750163.14166.54508327.002+800169.94171.05508552.252+850172.15160.05508002.502+900147.95130.19506509.252+950112.42110.48505523.753+000108.53122.85506142.503+050137.17153.58507678.753+100169.98171.41508570.253+150172.83177.56508878.003+200182.29179.14508956.753+250175.98180.85509042.503+300185.721
7、75583.50185.52509275.753+350185.31192.55509627.503+400199.79194.96509748.003+450190.13186.41509320.253+500182.68182.83509141.253+550182.97190.65509532.503+600198.33193.31509665.503+650188.29191.56509577.753+700194.82187.17509358.503+750179.52170.27508513.503+800161.02145.26507263.003+850129.50145.53
8、507276.503+900161.56153.00507649.753+950144.43124.70506234.754+000104.96149.39507469.504+050193.82196.77509838.254+100199.71203.295010164.254+150206.86214.195010709.254+200221.51219.535010976.254+250217.54216.335010816.504+300215.12217.345010867.004+350219.56216.765010838.004+400213.96211.125010556.
9、004+450208.28214419.50216.935010846.504+500225.58225.555011277.504+550225.52220.385011019.004+600215.24219.635010981.504+650224.02224.445011221.754+700224.85227.315011365.254+750229.76228.295011414.254+800226.81219.055010952.504+850211.29211.065010553.004+900210.83203.155010157.504+950195.47205.3950
10、10269.505+000215.31213.175010658.505+050211.03202.145010107.005+100193.25157.57507878.255+150121.88164.79508239.255+200207.69208.755010437.505+250209.81228.335011416.505+300246.85239.525011976.005+350232.19233.005011650.005+400233.81225.005011250.005+450216.19222.725011135.755+500229.24221.825011091
11、.005+550214.40225.675011283.505+600236.94247181.50118.47505923.505+6500.00119.37505968.505+700238.74230.305011514.755+750221.85225.775011288.255+800229.68225.015011250.505+850220.34229.565011477.755+900238.77241.245012062.005+950243.71229.665011482.756+000215.60211.705010585.006+050207.80210.0150105
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- 设计 断面 计算 工程量 核算
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