高层住宅楼降水计算1

计算项目:轻型井点降水计算1［原始条件］：计算模型:潜水完整井;基坑远离边界水位降深 3.500(m)过滤器半径 0.025(m)水头高度 12.000(m)渗透系数 0.600(m/d)单井出水量 2.000(m3/d)沉降计算经验系数1.100沉降影响深度内土层数：6地下水埋深:3.700(m)层号层厚度(m)Es(MPa)11.3004.00021.4008.50031.2004.20041.5006.50052.20010.00062.3009.200基坑轮廓线定位点数：8定位点号坐标x(m)坐标y(m)10.0000.000268.8000.000368.80033.0004111.30033.0005111.30076.500658.70076.500758.70068.40080.00068.100降水井点数：250井点号坐标x(m)坐标y(m)抽水量(m3/d)169.300-0.50090.000269.3001.00090.000369.3002.50090.000469.3004.00090.000569.3005.50090.000669.3007.00090.000769.3008.50090.000869.30010.00090.000969.30011.50090.0001069.30013.00090.000

30014.50040.00030016.00040.00030017.50040.00030019.00040.00030020.50040.00030022.00040.00030023.50040.00030025.00040.00030026.50040.00030028.00040.00030029.50040.00030031.00040.00030032.50040.00081832.50040.00033632.50040.00085432.50040.00037132.50040.00088932.50040.00040732.50040.00092532.50040.00044332.50040.00096132.50040.00047932.50040.00099632.50040.00051432.50040.00003232.50040.00055032.50040.00006832.50040.00058632.50040.00010432.50040.00062132.50040.00013932.50040.00065732.50040.00017532.50040.00069332.50040.00021132.50040.00072932.50040.00024632.50040.00076432.50040.00028232.50040.00080032.50040.00080034.03440.00080035.56940.00080037.10340.00080038.63840.00080040.17240.00080041.70740.00080043.24140.00080044.77640.00011 69.12 69.13 69.14 69.15 69.16 69.17 69.18 69.19 69.20 69.21 69.22 69.23 69.24 70.25 72.26 73.27 75.28 76.29 78.30 79.31 81.32 82.33 84.34 85.35 87.36 89.37 90.38 92.39 93.40 95.41 96.42 98.43 99.44 101.45 102.46 104.47 105.48 107.49 108.50 110.51 111.52 111.53 111.54 111.55 111.56 111.57 111.58 111.59 111.60 111.61 111.62 111.63 111.64 111.65 111.66 111.67 111.68 111.69 111.70 111.71 111.72 111.73 111.74 111.75 111.76 111.77 111.78 111.79 111.80 111.81 110.82 108.83 107.84 105.85 104.86 102.87 101.88 99.89 98.90 96.91 94.92 93.93 91.94 90.95 88.96 87.97 85.98 84.99 82.100 81.101 79.102 78.103 76.104 75.105 73.106 71.107 70.108 68.80046.31040.00080047.84540.00080049.37940.00080050.91440.00080052.44840.00080053.98340.00080055.51740.00080057.05240.00080058.58640.00080060.12140.00080061.65540.00080063.19040.00080064.72440.00080066.25940.00080067.79340.00080069.32840.00080070.86240.00080072.39740.00080073.93140.00080075.46640.00080077.00040.00026977.00040.00073777.00040.00020677.00040.00067477.00040.00014377.00040.00061177.00040.00008077.00040.00054977.00040.00001777.00040.00048677.00040.00095477.00040.00042377.00040.00089177.00040.00036077.00040.00082977.00040.00029777.00040.00076677.00040.00023477.00040.00070377.00040.00017177.00040.00064077.00040.00010977.00040.00057777.00040.00004677.00040.00051477.00040.00098377.00040.00045177.00040.00092077.00040.000

38977.00040.00085777.00040.00032677.00040.00079477.00040.00026377.00040.00073177.00040.00020077.00040.00020075.37940.00020073.75940.00020072.13840.00020070.51840.00020068.89740.00069568.89040.00019068.88240.00068568.87440.00017968.86740.00067468.85940.00016968.85140.00066468.84440.00015968.83640.00065468.82840.00014968.82140.00064468.81340.00013868.80540.00063368.79740.00012868.79040.00062368.78240.00011868.77440.00061368.76740.00010868.75940.00060368.75140.00009768.74440.00059268.73640.00008768.72840.00058268.72140.00007768.71340.00057268.70540.00006768.69740.00056268.69040.00005668.68240.00055168.67440.00004668.66740.00054168.65940.00003668.65140.00053168.64440.00002668.63640.00052168.62840.00001568.62140.00051068.61340.000109 67.110 65.111 64.112 62.113 61.114 59.115 58.116 58.117 58.118 58.119 58.120 58.121 56.122 55.123 53.124 52.125 50.126 49.127 47.128 46.129 44.130 43.131 41.132 40.133 38.134 37.135 35.136 34.137 32.138 31.139 29.140 28.141 26.142 25.143 23.144 22.145 20.146 19.147 17.148 16.149 14.150 13.151 11.152 10.153 8.154 7.155 5.156 4.157 2.1581.00568.60540.000159-0.50068.59740.000160-0.50067.09540.000161-0.50065.59340.000162-0.50064.09140.000163-0.50062.58940.000164-0.50061.08740.000165-0.50059.58540.000166-0.50058.08340.000167-0.50056.58140.000168-0.50055.07840.000169-0.50053.57640.000170-0.50052.07440.000171-0.50050.57240.000172-0.50049.07040.000173-0.50047.56840.000174-0.50046.06640.000175-0.50044.56440.000176-0.50043.06140.000177-0.50041.55940.000178-0.50040.05740.000179-0.50038.55540.000180-0.50037.05340.000181-0.50035.55140.000182-0.50034.04940.000183-0.50032.54740.000184-0.50031.04440.000185-0.50029.54240.000186-0.50028.04040.000187-0.50026.53840.000188-0.50025.03640.000189-0.50023.53440.000190-0.50022.03240.000191-0.50020.53040.000192-0.50019.02840.000193-0.50017.52540.000194-0.50016.02340.000195-0.50014.52140.000196-0.50013.01940.000197-0.50011.51740.000198-0.50010.01540.000199-0.5008.51340.000200-0.5007.01140.000201-0.5005.50840.000202-0.5004.00640.000203-0.5002.50440.000204-0.5001.00240.000205-0.500-0.50040.0002061.017-0.50040.0002072.535-0.50040.0002084.052-0.50040.0002095.570-0.50040.0002107.087-0.50040.0002118.604-0.50040.00021210.122-0.50040.00021311.639-0.50040.00021413.157-0.50040.00021514.674-0.50040.00021616.191-0.50040.00021717.709-0.50040.00021819.226-0.50040.00021920.743-0.50040.00022022.261-0.50040.00022123.778-0.50040.00022225.296-0.50040.00022326.813-0.50040.00022428.330-0.50040.00022529.848-0.50040.00022631.365-0.50040.00022732.883-0.50040.00022834.400-0.50040.00022935.917-0.50040.00023037.435-0.50040.00023138.952-0.50040.00023240.470-0.50040.00023341.987-0.50040.00023443.504-0.50040.00023545.022-0.50040.00023646.539-0.50040.00023748.057-0.50040.00023849.574-0.50040.00023951.091-0.50040.00024052.609-0.50040.00024154.126-0.50040.00024255.643-0.50040.00024357.161-0.50040.00024458.678-0.50040.00024560.196-0.50040.00024661.713-0.50040.00024763.230-0.50040.00024864.748-0.50040.00024966.265-0.50040.00025067.783-0.50040.000任意点降深计算公式采用：基坑工程手册公式沉降计算方法: 建筑地基基础设计规范方法,考虑应力随深度衰减的方法,且考虑相互影响半径

沉降计算相互影响半径按15.000(m)考虑［计算结果］：基坑涌水量计算:按《规范》附录F计算得：根据《规范》F.0.