Laserfiche WebLink
Data for Slug In3ection/Withdrawal Test <br /> Well Name: MW3D Date of Test: 08-03-90 <br /> Aquifer Thickness (b) : 10. 144 ft <br /> Change in Vol. of Water 2 . 261 cu ft <br /> Effective Radius of Well = 0. 500 ft <br /> Radius of Casing(rc) over Water Level Decline = 0. 137 ft <br /> Ent Time(t) Head H H HO <br /> No )(min) (ft)( ft) H/ <br /> 1 0. 187 7.937 <br /> 2 0.439 9.211 1.274 1. 000 <br /> 3 0.479 9.208 1.271 0.997 <br /> 4 0.565 9.258 1.321 1. 037 <br /> 5 0.594 9. 171 1.234 0. 969 <br /> 6 0. 619 9. 132 1. 195 0. 938 <br /> 7 0. 655 9. 128 1. 191 0.935 <br /> 8 0. 688 9. 121 1. 184 0.929 <br /> 9 0. 731 9. 114 1. 177 0.924 <br /> 10 0. 814 9. 096 1.159 0.909 <br /> 11 0.842 9. 092 1. 155 0.907 <br /> 12 0. 868 9. 088 1. 151 0.904 <br /> 13 0. 904 9. 081 1. 144 0.898 <br /> 14 0. 979 9. 070 1. 133 0.890 <br /> 15 1. 008 9. 063 1. 126 0.884 <br /> 16 1. 044 9 . 059 1. 122 0. 881 <br /> 17 1. 073 9 . 056 1. 1.19 0. 878 <br /> 18 1. 105 9 . 052 1. 115 0. 875 <br /> 19 1. 148 9 . 045 1. 108 0. 870 <br /> 20 1. 188 9. 038 1. 101 0. 864 <br /> 21 1. 231 9. 031 1. 094 0. 858 <br /> 22 1. 271 9. 027 1. 090 0. 856 <br /> 23 1. 354 9. 013 1.076 0. 844 <br /> 24 1. 386 9. 013 1. 076 0. 844 <br /> 25 1.408 9. 005 1. 068 0.839 <br /> 26 1.447 9. 002 1. 065 0.836 <br /> 27 1.480 8.998 1. 061 0.833 <br /> 28 1.523 8 .991 1. 054 0.827 <br /> 29 1. 562 8 .984 1. 047 0.822 <br /> 30 1. 645 8 .976 1. 039 0.816 <br /> 31 1 . 678 8 .969 1. 032 0. 810 <br /> 32 1. 699 8 . 969 1. 032 0. 810 <br /> 33 1. 739 8 . 966 1. 029 0. 807 <br /> 34 1. 771 8 . 962 1. 025 0. 805 <br /> 35 1. 814 8 . 958 1. 022 0. 802 <br /> 36 1. 897 8 . 944 1. 007 0. 790 <br /> 37 1. 926 8. 948 1.011 0. 793 <br /> 38 1. 951 8.944 1.007 0. 790 <br /> 39 1. 987 8.937 1. 000 0. 785 <br /> 40 2 . 063 8.930 0.993 0. 779 <br /> 41 2 . 092 8.930 0.993 0. 779 <br /> 42 2 . 128 8 .930 0.993 0. 779 <br /> 43 2 . 156 8 .926 0.989 0. 776 <br /> 44 2 . 228 8.911 0.975 0. 765 <br /> • 45 2 . 264 8.911 0.975 0.765 <br /> 46 2 . 293 8. 908 0.971 0.762 <br /> 1 47 2 . 322 8.904 0.967 0.759 <br /> 48 2 . 401 8 .894 0.957 0. 751 <br /> 49 2 . 430 8.890 0.953 0.748 <br /> 50 2 . 459 8.890 0.953 0.748 <br /> 51 2 . 491 8.886 0.949 0.745 <br />