《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:
开挖面积m2工程量m3施工前准备初步整平计算表台班产量推土机台班数m3台台班450450450450450450450450450450450450450450450450450450111111111111111111天数d所需施工天数配套人员d人444444444444444444工程部位上引河段19985.3751997.075上引河段29985.3751997.075上引河段39985.3751997.075上导航段上闸首闸室1闸室2闸室3闸室4闸室5闸室6闸室7下闸首下导航段下引河段1下引河段2下引河段3下引河段44.43794442.21897224.43794442.21897226.6569166674.43794442.21897221.60529321.10335560.79716670.79716670.79716670.79716670.79716670.79716670.79716671.14113581.5395713.28823153.28823153.28823153.28823150.80264660.55167780.39858330.39858330.39858330.39858335.4847611120.39858330.39858330.39858330.57056790.76978551.64411571.64411576.5764629631.64411571.64411573611.91722.381942482.551793.6251793.6251793.6251793.6251793.6251793.6251793.625496.51358.725358.725358.725358.725358.725358.725358.725513.51111692.806941479.70421479.70421479.70421479.70422567.5563464.0357398.5217398.5217398.5217398.5213、粘土铺盖施工组织分析
4个施工队，分4队对上下引航道、上下导航段分别施工 大兄弟请问企鹅全文 4、浆砌块石施工组织分析
3个施工队，1个施工队砌上下导航段，另外2个施工队分别对上下引航道进
5、开挖施工组织分析
《课程设计任务书》 13
《水运施工》课程设计 2013.3.7.
分段W-100挖土机每台班挖土机数工程量台班数实际工期工作量m3/量台班500500500500500500500500500500500500500500500500500500444228888888224444工期8T自卸汽挖土机配车每台班反算自卸需自卸汽汽车配套套人员生产效率汽车数量车数量人员m3/台班1616168832323232323232881616161685858585858585858585858585858585858523.52941223.52941223.52941211.76470611.76470647.05882447.05882447.05882447.05882447.05882447.05882447.05882411.76470611.76470623.52941223.52941223.52941223.5294122424241212484848484848481212242424249696964848192192192192192192192484896969696上引河段179260.932上引河段279260.932上引河段379260.932上导航段29345上闸首19819.333闸室110744.61闸室210744.61闸室310744.61闸室410744.61闸室510744.61闸室610744.61闸室710744.61下闸首18855.503下导航段33603.938下引河段154593.29下引河段254593.294下引河段354593.294下引河段454593.29439.63046619.81523359.44569939.63046619.81523339.63046619.81523329.34514.672514.672519.8193339.90966679.90966672.68615241.34307629.40153352.68615241.34307622.68615241.34307622.68615241.34307622.68615241.34307622.68615241.34307622.68615241.343076218.8555039.42775139.427751333.60393816.80196916.80196927.29664713.64832354.59329427.29664713.64832327.29664713.64832327.29664713.648323组织8台挖掘机：先分两组各4台挖上、下引航道，上引航道用时59.5天，下引航道用时54.6天；挖完上引航道4台分2组分别挖上下闸首，用时9.9天；挖完下引航道4台分2组分别挖上下导航段，用时16.8天；最后8台分2组分别从闸室两端挖起，闸室完工用9.4天。《课程设计任务书》 14
《水运施工》课程设计 2013.3.7.
《课程设计任务书》 15