抽水试验记录计算(设计)课件

1、基本技术资料记录表 孔 段孔口高程m162.50过滤器类型填砾过滤器设备水泵名称电潜水泵孔深m20管架孔隙率%28水泵型号300QJ200-20/1孔径mm700孔眼直径mmD10吸水管直径mm400含水层类型第四系孔隙潜水网型网号吸水管深度m153.99水位深度m159.6填砾直径mm3-10动力18.5kw顶板深度m 160.12填砾厚度mm80水位计多功能渗压计底板深度m142.2填砾高度m5流量计量水堰厚度m15.1-22.5测压管花管长度m3.6止水深度m154.99顶端深度m154.99岩性级配不良砾、级配不良粗砂、级配不良细砂底端深度m151.39记录 校核 日期:2017.08

2、.04 抽水孔安装记录表 1 孔 1 段名称直径mm长度mm顶端深度m底段深度m备注套管40020000162.2142.2/连接管4009100162.2153.1/过滤管4005000149.5144.5/沉淀管4002300144.5142.2/测压管4003600154.99151.39/记录 校核 日期:2017.08.04观测孔安装记录表 孔 段项目垂直地下水流向的观测孔平行地下水流向的观测孔12/孔口高程m162.47162.51/管口直径mm400400/孔径mm700700/花管内径mm400400/花管长度m3.63.6/花管顶深度m153.1153.1/花管底深度m149

3、.5149.5/至抽水孔距离m14.2542.73/记录 校核 日期2017.08.04观测孔水位记录表 3 孔 1 段第一次抽水 孔（管）口高程 162.51 （m）时间孔（管）内水深m水位降深m时间孔（管）内水深m水位降深m日时分日时分41000159.600.041530159.420.1841001159.600.041600159.430.1741002159.590.0141630159.420.1841003159.590.0141700159.430.1741004159.580.0241730159.410.1941006159.580.0241800159.420.1841

4、008159.570.0341010159.560.0441015159.560.0441020159.550.0541025159.550.0541030159.540.0641040159.540.0641050159.520.0841100159.510.0941120159.500.1041140159.480.1241200159.450.1541230159.440.1641300159.430.1741330159.420.1841400159.420.1841430159.410.1941500159.420.18记录 校核 日期:2017.08.04观测孔水位记录表 2 孔

5、1 段第一次抽水 孔（管）口高程 162.47 （m）时间孔（管）内水深m水位降深m时间孔（管）内水深m水位降深m日时分日时分41000159.60.041530159.310.2941001159.60.041600159.310.2941002159.60.041630159.320.2841003159.60.041700159.310.2941004159.590.0141730159.300.3041006159.590.0141800159.310.2941008159.580.0241010159.570.0341015159.570.0341020159.560.0441025

6、159.540.0641030159.510.0941040159.490.1141050159.460.1441100159.410.1941120159.380.2241140159.360.2441200159.350.2541230159.340.2641300159.340.2641330159.320.2841400159.310.2941430159.310.2941500159.300.30记录 校核 日期:2017.08.04抽水试验孔观测记录表 1 孔 1 段第一次抽水 孔（管）口高程 162.52 （m）时间孔内水位测压管水位出水量备注日时分动水位（m）降深（m）动水位（

7、m）降深（m）堰水位或水表读数（cm,m3）出水量（m3 /d）41000159.600.0041001159.570.0341002159.570.0341003159.550.0541004159.500.1041006159.450.1541008159.390.2141010159.350.2541015159.340.2641020159.280.3241025159.200.4041030159.160.4441040159.100.5041050159.050.5541100158.990.6141120158.930.6741140158.890.7141200158.720.

8、8841230158.660.9441300158.521.0841330158.391.2141400158.271.3341430158.251.3541500158.171.4341530158.121.4841600158.121.4841630158.121.4841700158.121.4841730158.121.4841800158.121.481812.85438.4记录 校核 日期:2017.08.04观测孔水位记录表 3 孔 1 段第二次抽水 孔（管）口高程 162.51 （m）时间孔（管）内水深m水位降深m时间孔（管）内水深m水位降深m日时分日时分41800159.42

9、0.1842330159.300.3041801159.420.1850000159.300.3041802159.420.1850030159.310.2941803159.420.1850100159.300.3041804159.420.1850130159.290.3141806159.420.1850200159.300.3041808159.410.1941810159.410.1941815159.410.1941820159.400.2041825159.400.2041830159.390.2141840159.390.2141850159.390.2141900159.38

10、0.2241920159.360.2441940159.350.2542000159.350.2542030159.340.2642100159.340.2642130159.320.2842200159.300.3042230159.290.3142300159.300.30记录 校核 日期:2017.08.04观测孔水位记录表 2 孔 1 段第二次抽水 孔（管）口高程 162.47 （m）时间孔（管）内水深m水位降深m时间孔（管）内水深m水位降深m日时分日时分41800159.310.2942330159.180.4241801159.310.2950000159.170.43418021

11、59.310.2950030159.180.4241803159.310.2950100159.170.4341804159.310.2950130159.160.4441806159.300.3050200159.170.4341808159.300.3041810159.300.3041815159.290.3141820159.280.3241825159.280.3241830159.270.3341840159.260.3441850159.240.3641900159.230.3741920159.200.3941940159.200.4042000159.200.40420301

12、59.180.4242100159.190.4142130159.170.4342200159.170.4342230159.160.4442300159.170.43记录 校核 日期:2017.08.04抽水试验孔观测记录表 1 孔 1 段第二次抽水 孔（管）口高程 162.52 （m）时间孔内水位测压管水位出水量备注日时分动水位（m）降深（m）动水位（m）降深（m）堰水位或水表读数（cm,m3）出水量（m3 /d）41800158.121.4841801158.121.4841802157.091.5141803158.101.5041804157.931.6741806157.911.6

13、941808157.851.7541810157.781.8241815157.781.8241820157.761.8441825157.621.9841830157.572.0341840157.552.0541850157.342.2641900157.262.3441920157.132.4741940156.982.6242000156.802.8042030156.742.8642100156.702.9042130156.662.9442200156.583.0242230156.483.1242300156.473.1342330156.483.1250000156.503.1

14、050030156.483.1250100156.493.1150130156.483.1250200156.483.122407.97223.7记录 校核 日期:2017.08.04观测孔水位记录表 3 孔 1 段第三次抽水 孔（管）口高程 162.51 （m）时间孔（管）内水深m水位降深m时间孔（管）内水深m水位降深m日时分日时分50200159.300.3050730159.230.3750201159.300.3050800159.230.3750202159.300.3050830159.220.3850203159.300.3050900159.230.3750204159.300

15、.3050930159.240.3650206159.300.3051000159.230.3750208159.290.3150210159.290.3150215159.290.3150220159.280.3250225159.280.3250230159.270.3350240159.270.3350250159.260.3450300159.260.3450320159.250.3550340159.250.3550400159.250.3550430159.240.3650500159.240.3650530159.230.3750600159.240.3650630159.230

16、.3750700159.220.38记录 校核 日期：2017.08.05观测孔水位记录表 2 孔 1 段第三次抽水 孔（管）口高程 162.47 （m）时间孔（管）内水深m水位降深m时间孔（管）内水深m水位降深m日时分日时分50200159.170.4350730159.050.5550201159.170.4350800159.040.5650202159.170.4350830159.060.5450203159.170.4350900159.040.5650204159.170.4350930159.050.5550206159.170.4351000159.050.555020815

17、9.170.4350210159.160.4450215159.160.4450220159.150.4550225159.150.4550230159.130.4750240159.120.4850250159.110.4950300159.090.5150320159.090.5150340159.080.5250400159.070.5350430159.070.5350500159.060.5450530159.060.5450600159.040.5650630159.050.5550700159.060.54记录 校核 日期：2017.08.05抽水试验孔观测记录表 1 孔 1 段

18、第三次抽水 孔（管）口高程 162.52 （m）时间孔内水位测压管水位出水量备注日时分动水位（m）降深（m）动水位（m）降深（m）堰水位或水表读数（cm,m3）出水量（m3 /d）50200156.483.1250201156.453.1550202156.443.1650203156.423.1850204156.353.2550206156.183.4250208156.023.5850210155.963.6450215155.883.7250220155.793.8150225155.763.8450230155.743.8650240155.693.9150250155.584.0250300155.484.125032