集美大学船闸水运工程 - 图文(3)

《水运施工》课程设计 2013.3.7.

6、渗流量计算

位置截面12上游引航道直线段345678上游导航段上闸首89910101112闸室13141516下闸首下游导航段16171718181920下游引航道直线段212223242526开挖高度左侧10.6910.43110.48510.47610.3119.4849.0379.03710.89210.89212.71112.71111.97311.0297.0266.6527.8298.518.5111.74611.74612.798.4018.4016.8798.269.2499.5589.3778.947.8247.824右侧10.68410.4810.37710.3710.31310.1379.9889.9889.8049.80414.34314.3438.5877.6737.7227.6558.3098.2978.2977.4617.46112.6239.1949.1948.6589.0519.3469.0418.5467.9857.6177.617左侧9.999.7319.7859.7769.6118.7848.3378.33710.19210.19212.01112.01111.27310.3296.3265.9527.1297.817.8111.04611.04612.097.7017.7016.1797.568.5498.8588.6778.247.1247.124渗流高度右侧9.9849.789.6779.679.6139.4379.2889.2889.1049.10413.64313.6437.8876.9737.0226.9557.6097.5977.5976.7616.76111.9238.4948.4947.9588.3518.6468.3417.8467.2856.9176.9174.53744.99154.24795.09037.62574.58864.91864.91864.324.323.363.365.00724.98323.76443.8823.40013.17343.17343.40013.40014.30974.30975.92773.99774.62084.72834.19173.86796.82694.238937.8116666741.5958333335.3991666742.4191666763.547538.2383333340.9883333340.988333333636282841.7266666741.5266666731.3732.3528.3341666726.44526.44528.3341666728.3341666735.9141666735.9141666749.397533.3141666738.5066666739.402534.9308333332.232556.8908333335.32416667挖槽段图上长度挖槽段长度挖槽段宽度5959595959595959592646462626262626262646462659595959595959595959段渗流斜面面积左侧右侧　段渗流底面总面积　渗流系数左斜面右斜面　底面　0.0180.0180.0180.0180.0180.0180.0180.0180.00720.00720.00720.00720.0180.0180.0180.0180.0180.00720.00720.00720.00720.0180.0180.0180.0180.0180.0180.0180.0180.0180.018斜面　77.47179447渗流量底面　40.15599斜+底　117.62778452100.739827总计372.8419392373.654892230.8883330.1035717860.103988707405.8921417404.66506462454.1541670.1015588850.100971702346.2215496342.43383882088.5508330.1020043560.09986739411.1901921408.98439542502.7308330.1002704080.099219084584.4781313605.28993753749.30250.0897583040.096822047327.3392525358.00639582256.0616670.0744710710.093378905341.7197350366.9120336.3080380.699642418.3116670.0685537240.0917600780327.7440382.004009360128800000000.1098045920.0876483740.0641507950.09178931382.0816735444.174775126.256448569.5140798937.593915107.107994981.8092654845.049155126.8584205111.067176667.487445178.554621657.8075498958.359189069.0148512056.6383104091.1348454755.074326421.2543670628.555409735.4659330935.71255505014.5896931077.4166064040.6091143.5296106.739209.2736019.5280819.4344814.6811615.139813.260394.95050409.3842760098.41665989101.888799075.7540512065.91191040110.662925574.508806435.9355270643.695209748.7263230940.66305905023.973969100450.6897267310.02913331084.8933330.147172040.080011575345.8133167290.582851079.6933330.1032036030.066711254192.58043211.585175206.53545000342.81865219.229245235.5727200.902665000406.343835815.62841.1687.570000.034758560.0664169990.0507462120.0756380660.090481690.084741924000000211.6420579215.4246692736.68833330.0811495280.08490801312.979205191.56730081303.3716670.0439658880.004328945355.3886363366.62977042118.9358330.1042495680.1101042462914.45250.0229305480.06549540538.140845115.557451434.4746733252.46014586.9348183221.8535869635.37964557.2332319642.640187951.12294740.8940841.84545583.534267992.968402228.8516679271.66037211965.5358330.0201363130.063481317310.1519467327.24890672271.8933330.0606044320.072860764342.9396588334.66513382324.74750.0780976850.072729876306.2560813282.71269962060.9191670.0796824640.061734874272.6386013243.85497881901.71750.0718093280.045441227437.0353817403.98180753356.5591670.0492288990.029103676251.6493633244.33726082084.1258330.0299627740.02202521341.8564718537.09654578.9530168530.6590640734.23091564.8899790733.2721259960.41806593.6901909912.921693237.51426550.4359582《课程设计任务书》 11

《水运施工》课程设计 2013.3.7.

7、最大排水量计算 工程部位上直线段上导航段上闸首闸室下闸首下导航段下直线段合计渗流量（m3/h）856.710775.7540565.91191354.191923.97397115.5575608.63992100.74日最大降水量（mm/d）109.3109.3109.3109.3109.3109.3109.3-----------降水面积（m2）29956.133611.912623.49313395.382567.5563464.03529594.08最大排水总量（m3/h）993.135992.2032977.85974415.196735.66705131.3332743.416385212.582488.812（四）施工组织设计

1、有效工日计算

由于降雨、温度等的限制，每月可以施工的天数不同，不同的施工程序每月可以施工的天数也不一样。具体有效工日计算表如下: 表15 有效工日分析 有效工日计算 分部工程 土方开挖 月份 当月总天数 降水量停工 节假日天数 停工的总天数 有效工日 混凝土工程 降水量 节假日天数 停工的总天数 有效工日 降水量 浆砌块石 节假日天数 停工的总天数 有效工日 降水量 土方回填 节假日天数 停工的总天数 有效工日 调整工日 降水量 安装 节假日天数 停工的总天数 有效工日 X年 3月 4月 5月 6月 7月 8月 9月 31 1 4 4 27 0 4 4 27 0 4 4 27 3 4 4 27 27 0 4 4 27 30 2 4 4 26 0 4 4 26 0 4 4 26 6 4 6 24 24 0 4 4 26 31 7 6 7 24 1 6 6 25 1 6 6 25 16 6 16 15 18 1 6 6 25 30 9 4 9 21 2 4 4 26 2 4 4 26 18 4 18 12 18 2 4 4 26 31 6 5 6 25 1 5 5 26 1 5 5 26 16 5 16 15 18 1 5 5 26 31 14 4 14 17 3 4 4 27 3 4 4 27 26 4 26 5 18 3 4 4 27 30 11 4 11 19 2 4 4 26 2 4 4 26 19 4 19 11 18 2 4 4 26 10 31 6 6 6 25 1 6 6 25 1 6 6 25 11 6 11 20 20 1 6 6 25 11 30 4 4 4 26 0 4 4 26 0 4 4 26 10 4 10 20 20 0 4 4 26 12 31 2 4 4 27 0 4 4 27 0 4 4 27 5 4 5 26 26 0 4 4 27 X+1年 元月 31 2 5 5 26 0 5 5 26 0 5 5 26 5 5 5 26 26 0 5 5 26 注：降雨天数与假日数取大值，气温不符合均采取措施而不停工。 《课程设计任务书》

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《水运施工》课程设计 2013.3.7.

2、推土施工组织分析

开工初期，先用推土机将场地进行初步整平，布置4辆T1－100推土机对各个施工段进行初步整平工作。推土工作包括在施工前准备工作中。推土厚度为20cm。推土施工组织如下：先集中4台推土机对上下闸首段进行推土，再集中对闸室段推土，然后4台推土机分为两队，每队为2台，先后对上下导航段，上下引航道直线段进行推土。在施工前一次推完约5天左右。再有10天左右时间进行施工队、机械的调迁，材料购买等工作，接下来正式开始施工。推土机械布置及人员配备见下表:

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