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上传时间：2019-11-06
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李**（实名认证）
江苏
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给水
管网
课程设计
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给水管网课程设计1,给水,管网,课程设计
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消消防防时时设设计计工工况况水水力力分分析析计计算算结结果果（附附表表十十八八）节节点点编编号号2 23 34 45 56 67 78 8节节点点水水头头（m m）137.020134.408132.259135.186129.766129.455127.199地地面面标标高高（m m）107.200105.400104.120105.490103.330103.660102.020自自由由水水压压（m m）29.82029.00828.13929.69626.43625.79525.179节节点点编编号号1010111112121313141415151616节节点点水水头头（m m）124.156117.403122.187130.001128.192126.733124.673地地面面标标高高（m m）101.45096.75099.530103.200102.420101.550100.100自自由由水水压压（m m）22.70620.65322.65726.80125.77225.18324.573节节点点编编号号1818191920202121节节点点水水头头（m m）123.070124.948129.627131.782地地面面标标高高（m m）99.070100.800103.520103.780自自由由水水压压（m m）24.00024.14826.10728.0029 9管管段段编编号号管管径径D D（mmmm）管管长长l li（m m）流流量量q q（L/sL/s）流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）126.54711600802.770269.2800.9521.8731.504101.78022600506.500247.6030.8761.6040.81224.76733350438.01088.6900.9223.3061.448171744400501.920121.7490.9693.1031.557123.18055600370.050273.8870.9691.9330.71599.01066400792.710124.7230.9933.2452.57224.17077150438.3106.5410.3701.6390.71888350401.99086.0670.8953.1281.25799250129.95035.7620.7293.1660.4111010200349.39027.8370.8865.9012.0621111150739.5608.6930.4922.7752.0531212150497.45010.6320.6024.0292.0041313150850.85011.7770.6664.8694.1431414300271.06063.7070.9013.7961.0291515250213.38033.1970.6762.7580.5891616250354.02025.7470.5251.7230.6101717250453.06018.0320.3670.8910.4041818200304.4807.7870.2480.5580.1701919250925.0207.1380.1450.1600.1482020300501.92064.6660.9153.9021.9592121350657.08082.3960.8562.8851.8962222150501.9209.3120.5273.1521.5822323150657.0807.3970.4192.0581.3522424400521.610124.7680.9933.2471.6942525350250.55093.9890.9773.6820.9222626350776.43077.7060.8082.5882.0102727200653.18024.9100.79291 4.8036693.1382828150513.32012.3670.699802 5.3306942.736 消消防防时时设设计计工工况况水水力力分分析析计计算算结结果果（附附表表十十八八） 事事故故时时设设计计工工况况水水力力分分析析计计算算结结果果（附附表表二二十十七七）节节点点编编号号2 23 34 45 56 67 78 89 9节节点点水水头头（m m） 139.772133.193130.050136.844129.621128.751127.622127.138地地面面标标高高（m m） 107.200105.400104.120105.490103.330103.660102.020101.780自自由由水水压压（m m）32.57227.79325.93031.35426.29125.09125.60225.358节节点点编编号号10101111121213131414151516161717节节点点水水头头（m m） 125.539119.557123.210127.753126.793125.753124.161123.013地地面面标标高高（m m） 101.45096.75099.530103.200102.420101.550100.10099.010自自由由水水压压（m m）24.08922.80723.68024.55324.37324.20324.06124.003节节点点编编号号1818191920202121节节点点水水头头（m m） 123.070125.146129.362130.962地地面面标标高高（m m）99.070100.800103.520103.780自自由由水水压压（m m）24.00024.34625.84227.182管管段段编编号号管管道道沿沿线线损损失失h hf（m m）11单管2.80522331.919445.424551.218661.502771.2880.689990.24410101.26911111.28212120.87313132.10114140.1815150.1716160.14217170.05818180.00319190.34620201.49621211.3422224.11123230.02324241.27525250.24626260.83927271.52328281.051 最最高高时时设设计计工工况况水水力力分分析析计计算算结结果果（附附表表十十八八）节节点点编编号号2 23 34 45 56 67 78 8节节点点水水头头（m m）141.105138.493135.712138.612133.852133.216131.285地地面面标标高高（m m）107.200105.400104.120105.490103.330103.660102.020自自由由水水压压（m m）33.90533.09331.59233.12230.52229.55629.265节节点点编编号号1010111112121313141415151616节节点点水水头头（m m）128.242121.348126.023133.838132.066130.704127.822地地面面标标高高（m m）101.45096.75099.530103.200102.420101.550100.100自自由由水水压压（m m）26.79224.59826.49330.63829.64629.15427.722节节点点编编号号1818191920202121节节点点水水头头（m m）123.070128.242132.978135.177地地面面标标高高（m m）99.070100.800103.520103.780自自由由水水压压（m m）24.00027.44229.45831.3979 9管管道道编编号号管管径径D D（mmmm）管管长长l li（m m）流流量量q q（L/sL/s）流流速速v v（m/sm/s）坡坡度度i i（）管管道道沿沿线线损损失失h hf（m m）130.63411单管600802.77单管269.2800.9521.873单管1.504101.78022600506.5247.5430.8761.6030.81228.85433350438.0188.6550.9213.3041.447171744400501.92120.5790.963.0481.53123.28555600370.05273.9470.9691.9340.71699.01066400792.71125.1050.9923.2432.57124.27577150438.318.4140.3691.6270.71388350401.9984.5760.8953.1281.25799250129.9534.2710.7293.1660.4111010200349.3926.3460.8865.9012.0621111150739.567.2490.512.9662.1941212150497.4512.0760.5843.8091.8951313150850.859.3820.6674.8724.1451414300271.0662.210.8843.6610.9921515250213.3830.0220.6142.3080.4921616200354.0222.5720.7234.0451.4321717150453.0614.8570.8487.6093.4471818150304.484.6120.2680.9030.2751919150925.0210.3130.5763.7213.4422020300501.9265.4010.9294.0162.0162121350657.0883.1310.8672.9511.9392222150501.9210.0750.5393.2891.6512323150657.089.8370.5
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