单孔非稳定流承压井抽水试验计算程序VIP专享

抽水记录观测日期观测时间累计时间(mim)恢复时间t' 降深（m)流量(m³/h)2014-6-20 9:0000.0013.4923.9534.2544.3064.5685.06105.24155.35205.46255.50305.51405.60505.722014-6-20 10:001605.8222.9805.981006.1121206.2121.61506.3331806.4323.72106.5142406.5922.92706.6553006.7122.83306.7663606.8123.13906.8674206.9022.84506.9384806.9723.45107.0095407.0422.45707.06106007.0922.36307.12116607.1522.76907.17t127207.1922.827257507.22137807.2423.08107.26148407.28 23.58707.302014-6-21 0:00159007.32 23.5169607.3523.61710207.3923.51810807.42 23.21911407.4523.02012007.48 23.02112607.5023.02212907.522313207.5323.02413507.542513807.5523.02614107.562714407.5823.02814707.592915007.60 23.63015307.613115607.62 23.03215907.633316207.64 22.13416507.653516807.66 23.03617107.673717407.68 23.03817707.682014-6-22 0:003918007.68 23.0118307.6818607.68 23.018907.67219207.68 23.019507.68319807.68 23.020407.6923.0421007.68 23.021607.68 23.0522207.68 23.022807.68 23.0623407.68 23.024007.68 23.0724607.68 23.025207.68 23.0825807.68 23.026407.68 23.02014-6-23 18：00 恢复 927007.68 23.0270112.36270221.94270331.8270441.74270661.59水位恢1101001,0002708 81.532710 101.42715 151.342720 201.252725 251.152730 301.142740 401.072750 501.012760 600.942780 800.8428001000.7628201200.6828501500.5928801800.5229102100.4729402400.4229702700.3830003000.3330303300.2930603600.2530903900.2131204200.1831504500.1531804800.1132105100.0832405400.0532705700.0433006000.0233306300.0133606600算法结果总结井台高抽水试验成果表注意：有公式的单元格不要输入数据！！注意：黄色为人工输入部分！@、！！统一编号地理位置抽水开始时间坐标抽水结束时间静水位含水层类型松散岩类孔隙水动水位出水量Q／ (m3∕h)23.00降深Sw /(m)单位涌水量q／( m3∕h.m)2.99抽水延续时间／(h)钻孔半径r／（m）0.24抽水稳定时间／(h)含水层厚度M/(m)60.00气温∕水温∕（℃）渗透系数K∕(m.d-1)影响半径R∕m导水系数T∕(m.d-1)t'SrM25.001.1560.00BTk计算公式备注：1.影响半径R取自《供水水文地质手册》上的经验值； 2.井深240m。0.00 1.00 2.00 3.00 4.00 5.00...