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I <br /> TABLH 3 y6b`1WI GEO•ENG3MS <br /> MAY, 1990 <br /> FOEHB.R REGAL STATION 603 <br /> 6425 PACIFIC AVENUE ANO W-LAS ROAD <br /> STOCtC'.'OH, CALIFORNIA <br /> i <br /> STAMTION POINT CALgHdTIO<4S;Mff K YMMS UtMVEO FROH SLUG TEST ASIA. <br /> NUATION: WE f Q and: v•K fdtildll <br /> i <br /> s therefore: <br /> rdg. <br /> (271) (1b) (dh/dl) i <br /> rcg - rdg*'T _ <br /> rug <br /> s rcg t 2 <br /> DEFINITIONS <br /> rdr stagnation point dovn gradient <br /> rcg-stagnation point cress gradient <br /> rug-stagnation point up gradient <br /> pupping rate i <br /> r �• b -saturated thickness(depth frog top of fluid to base of casing) ; <br /> 9e-effective porosity(22t) <br /> v -true pore velocity <br /> K -hydraulic conductivity <br /> dh/dl-hydraulic gradient(obtained frog pre puurged ground Vater depths figure 4G) E <br /> : t <br /> ( <br /> f <br /> F peep pimp gradient saturated K rdg rcg rug p <br /> rate rate dh/dl thickness in in feet in feet in feet <br /> gallon/day cu. ft/day in feet ft/day <br /> HB 1 100 13.37 2.468 03 15 4.06 14.25 44.13. 69.41 <br /> 250 33.42 2.469.03 15 4.06 35.62 111.83 223.61 <br /> 500 66.84 2.466.03 15 4.06 11.23 223.67 441.33 <br /> i 600 80.21 2.466 03 15 4.06 85.48 268.40 536.80 <br /> I 700 93.58 2.469.03 15 4.06 99.72 313.13 626.26 <br /> 800 106.95 2.469-03 15 4.06 113.97 357.87 715.73 <br /> 900 120.32 2.46E-03 15 4.06 128.22 402.60 805.20 <br /> 1000 133.69 2.469-03 15 4.06 . 142.46 447.33 894.66 <br /> 1500 200.53 1.469-03 15 4.06 213.69 671.00 1342.00 <br /> HV•3 i0O 13.37 2.389.03 15 4.06 14.73 46.25 92.49 <br /> 250 33.42 2.38E-03 15 4.06 36.82 115.62 231.24 <br /> 500 66.84 2.386.03 15 4.06 73.64 231.24 462.47 <br /> 600 80.21 2.389.03 15 4.06 88.37 277.46 554.97 <br /> s 700 93.58 2.386.03 15 4.06 103.14 323.73 647.46 <br /> ' 800 106.95 2.389-03 15 4.06 111.83 . 369.98 139.96 . <br /> 900 120.32 2.388-03 15 4.06 132.56 416.23 832.45 <br /> 10co 133.69 2.388.03 15 4.06 147.28 462.47 924.94 <br /> 1500 200.53 2.389 03 15 4.06 120.93 693.71 1387.42 <br /> s .25 <br />