水文地质参数计算2010

代号QQMSR单位立方米/天升/秒米米米模式自动计算输入输入输入自动计算496.54085.747441.43.321496.54085.747441.43.3213.11715496.54085.747441.43.3218.03917496.54085.747441.43.3218.55761496.54085.747441.43.3218.60301496.54085.747441.43.3218.60692496.54085.747441.43.3218.60725496.54085.747441.43.3218.60728496.54085.747441.43.3218.60729496.54085.747441.43.3218.60729496.54085.747441.43.3218.60729496.54085.747441.43.3218.60729496.54085.747441.43.3218.60729结果496.54085.747441.43.3218.60729水文地质参数：计算潜水完整井K=0.732*Q/(（2H-S）s)*lg（R/rw）;R=2S(kh)^0.5代号QQHSR单位立方米/天升/秒米米米模式自动计算输入输入输入自动计算2162.52.61.0812162.52.61.0818.836682162.52.61.0830.131532162.52.61.0831.564122162.52.61.0831.702242162.52.61.0831.715192162.52.61.0831.71642162.52.61.0831.716512162.52.61.0831.716532162.52.61.0831.716532162.52.61.0831.716532162.52.61.0831.716532162.52.61.0831.71653结果2162.52.61.0831.71653参数计算水文地质参数：计算承压完整井K=0.366*Q/（M*S）*lg（R/rw）；R=10SK^0.5K=0.366*Q/（M*S）*lg（R/rw），注意：第一个R=1，不要变只输入第一行。其他行不输，半径不输，自动计算的不输只输入第一行。其他行不输，半径不输，自动计算的不输K=0.732*Q/(（2H-S）s)*lg（R/rw），注意：第一个R=1，不要变代号QMaSLR0r单位升/秒米米米米米模式输入输入输入输入自动计算输入310079.355010.05310079.3550111.967860.05310079.3550179.641650.05310079.3550185.062990.05310079.3550185.398650.05310079.3550185.419090.05310079.3550185.420330.05310079.3550185.420410.05310079.3550185.420410.05310079.3550185.420410.05310079.3550185.420410.05310079.3550185.420410.05310079.3550185.420410.05310079.3550185.420410.05结果310079.3550185.420410.05第一种模式承压水含水层厚降深影响半径代号QQMSR单位立方米/小时立方米/天升/秒米米米模式自动计算自动计算自动计算输入输入输入结果20.67011836496.0828415.7417441.43.3218.54546最大水量（1.75倍降深）36.17270712868.14497110.04797441.45.8118.54546最大水量（降深到顶板）622.593926414942.2542172.9428441.410018.54546第二种模式承压水影响半径依据经验公式推算：R=10sk^0.5+rw含水层厚降深影响半径代号QQMSR单位立方米/小时立方米/天升/秒米米米模式自动计算自动计算自动计算输入输入输入正常水量7.83517209188.044132.176437441.415.642196k=0.3663*Q*(1/(Ma*S/(LOG10(R0)-LOG10(r)*(L/Ma)^0.5*((2*Ma-L)/Ma)^0.25))正常水量只输入第一行。其他行不输，半径不输，自动计算的不输水文地质参数：非完整承压水井涌水量计算（两种模式）正常水量)(lg73.200LgrRMSKQ)(lg73.200LgrRMSKQ最大水量（1.75倍降深）12.23566883293.6560523.398797441.41.759.831468最大水量（降深到顶板）392.12404329410.97704108.9233441.4100558.6261第一种模式潜水潜水计算涌水量含水层厚降深影响半径代号H0SR单位立方米/小时立方米/天升/秒米米米模式自动计算自动计算自动计算输入输入输入正常水量561.833937213484.0145156.065800.7638.0258537.22最大水量（1.75倍降深）494.879236311877.1017137.4665800.71116.54388537.22最大水量（降深到含水层厚度的一半）439.524560810548.5895122.0902800.7400.378537.22第二种模式潜水潜水计算涌水量含水层厚降深影响半径代号H0SR单位立方米/小时立方米/天升/秒米米米模式自动计算自动计算自动计算输入输入输入正常水量561.810323313483.4478156.0584800.7638.0258540.097最大水量（1.75倍降深）462.572488711101.7397128.4924800.71116.543814943.05最大水量（降深到含水层厚度的一半）466.621136811198.9073129.617800.7400.375360.086承压转潜水计算涌水量第一种模式含水层厚度降深影响半径代号mSR单位立方米/小时立方米/天升/秒米米米流量正常水量QQQ正常水量)(lg2(366.1220LgrRhwmmHKQ）)(lg)2(366.10LgrRSSHKQ)(lg)2(366.10LgrRSSHKQ模式自动计算自动计算自动计算输入输入输入正常水量30.59348499734.243648.4981940.15240.31563.04最大水量（1.75倍降深）-20.47614172-491.4274-5.6878240.15420.5251056.593最大水量（降深到含水层厚度的一半）26.81982868643.6758887.44995240.15220.225554.6423承压转潜水计算涌水量第一种模式含水层厚度降深影响半径代号mSR单位立方米/小时立方米/天升/秒米米米模式自动计算自动计算自动计算输入输入输入正常水量65.522242581572.5338218.2006240.15240.31215.365最大水量（1.75倍降深）-19.69363061-472.64713-5.4704540.15420.5251338.262最大水量（降深到含水层厚度的一半）25.67795563616.2709357.13276540.15220.225702.1497水文地质参数：非完整承压水井第一种模式有效厚度降深影响半径代号QMaSR0单位立方米/小时立方米/天升/秒米米米模式自动计算自动计算自动计算输入输入输入正常水量36.38257768873.18186410.1062710076022600水文地质参数：非完整承压水井第二种模式有效厚度降深影响半径代号QMaSR0单位立方米/小时立方米/天升/秒米米米流量Q)(lg2(366.1220LgrRhwmmHKQ）41)Mat2Ma()Mat()Lgr(lgRSMa2.73KQ2141)Mat2Ma()Mat()Lgr(lgRSMa2.73KQ21模式自动计算自动计算自动计算输入输入输入正常水量10.79999094259.1997832.99999710079.35185.4203进水厚度降深影响半径代号QQLSwR=1.6×L单位立方米/小时立方米/天升/秒米米米模式自动计算自动计算自动计算输入输入输入结果5.345752542128.2980611.4849311003.32160最大水量（1.75倍降深）9.355066948224.5216072.598631005.81160最大水量（降深到顶板）161.01664283864.3994344.72685100100160最大水量（降深到底板）322.03328577728.7988689.45369100200160渗透系数渗透系数降深代号KMS单位立方米/小时立方米/天升/秒米/天米米模式自动计算自动计算自动计算输入输入输入结果1093.87652326253.0365303.85460.1400500井壁进水的非完整计算计算正常水量含水层初期突然弹性释放计算（非稳定流）Q流量)6.1(lg73.20LgrLLSKQW)(1416.34uWSMKQ1rwK米米/天输入自动计算0.05650.1547581390.05650.2933811210.05650.3105412180.05650.312067210.05650.312198810.05650.3122101290.05650.3122111020.05650.3122111860.05650.3122111930.05650.3122111940.05650.3122111940.05650.3122111940.05650.3122111940.05650.312211194水文地质参数：计算潜水完整井K=0.732*Q/(（2H-S）s)*lg（R/rw）;R=2S(kh)^0.52rwK米米/天输入自动计算0.15528.770737720.15574.076717720.15581.326245360.15582.043057660.15582.110437920.15582.116741430.15582.117330870.15582.117385990.15582.117391140.15582.117391620.15582.117391670.15582.117391670.15582.117391670.15582.11739167参数计算水文地质参数：计算承压完整井K=0.366*Q/（M*S）*lg（R/rw）；R=10SK^0.5K=0.366*Q/（M*S）*lg（R/rw），注意：第一个R=1，不要变K=0.732*Q/(（2H-S）s)*lg（R/rw），注意：第一个R=1，不要变3QK立方米/天米/天自动计算自动计算2590.019893212259.20.051224579259.20.054363898259.20.054561336259.20.054573369259.20.054574101259.20.054574146259.20.054574149259.20.054574149259.20.054574149259.20.054574149259.20.054574149259.20.054574149259.20.054574149259.20.054574149R:影响半径实际观测水井半径渗透系数水头高于顶板高度rwKH米米/天米输入输入输入0.05650.3120.05650.3120.05650.312100影响半径依据经验公式推算：R=10sk^0.5+rw水井半径渗透系数水头高于顶板高度rwKH米米/天米输入输入输入0.05650.31