抽水试验渗透系数计算表

抽水试验类型承压水完整井稳定流抽水采用计算公式抽水试验数据9.411 5.67 2.800.150018.3 0.10 9.411 5.67 2.800.150071.0 0.08 9.411 5.67 2.800.150016.1 0.11 9.411 5.67 2.800.150018.5 0.10 9.411 5.67 2.800.150018.3 0.10 9.411 5.67 2.800.150018.3 0.10 9.411 5.67 2.800.150018.3 0.10 9.411 5.67 2.800.150018.3 0.10 9.411 5.67 2.800.150018.3 0.10 9.411 5.67 2.800.150018.3 0.10 9.411 5.67 2.800.150018.3 0.10 采用计算结果0.104006 m原始试验数据3.560 7.32 4.60 时间备注9:0603.17 1.33 9:0714.31 0.19 9:069:0935.73 -1.23 8.1 9.411 9:069:1156.15 -1.65 8.1 9.411 9:069:1376.38 -1.88 8.1 9.411 9:069:16106.65 -2.15 8.1 9.411 9:069:21156.69 -2.19 8.1 9.411 9:069:26206.75 -2.25 8.1 9.411 9:069:31256.82 -2.32 8.1 9.411 9:069:36306.84 -2.34 8.1 9.411 9:069:46406.86 -2.36 8.1 9.411 9:069:56506.87 -2.37 8.1 9.411 9:0610:06606.89 -2.39 8.1 9.411 9:0610:16706.93 -2.43 8.1 9.411 9:0610:26806.95 -2.45 8.1 9.411 9:0610:36906.97 -2.47 8.1 9.411 9:0611:061207.08 -2.58 8.1 9.411 9:0611:361507.11 -2.61 8.1 9.411 9:0612:061807.14 -2.64 8.1 9.411 9:0612:362107.17 -2.67 8.1 9.411 9:0613:062407.23 -2.73 8.1 9.411 9:0613:362707.25 -2.75 8.1 9.411 9:0614:063007.27 -2.77 8.1 9.411 9:0614:363307.30 -2.80 8.1 9.411 9:0615:063607.31 -2.81 8.1 9.411 9:06J1抽水试验渗透系数计算表涌水量Q (m3/d)降深 S (m)含水层厚度M (m)抽水孔半径r (m)抽水影响半径R (m)含水层渗透系数K (m/d)参数(含水层渗透系数K（m/d)及抽水影响半径R(m))计算过程含水层渗透系数K抽水影响半径R静水位(m):稳定水位(m):孔口标高(m)累计时间(分)水位埋深(m)水位标高(m)三角堰过水面高度h(cm)涌水量Q (m3/d)R=10S√KK=0.366QMSlg Rr15:363907.32 -2.82 8.1 9.411 9:0616:064207.32 -2.82 8.1 9.411 9:0616:364507.32 -2.82 8.1 9.411 9:0617:064807.32 -2.82 8.1 9.411 9:0617:365107.32 -2.82 8.1 9.411 9:0618:065407.32 -2.82 8.1 9.411 9:0618:365707.32 -2.82 8.1 9.411 9:0619:066007.32 -2.82 8.1 9.411 9:0619:...