Laserfiche WebLink
29 Physical Properties and Principles / Ch. 2 <br /> Table 2.2 Range of Values of Hydraulic'Conductivity <br /> rRIM <br /> and Permeability <br /> pocks Unconsolidated k k K K K <br /> deposits (dorcy) (cm2) (cm/s) (m/s) {gal/day/fl2) <br /> 105 10 102 l <br /> 106 <br /> 104 10 4 to 10-1 <br /> o i 0' <br /> I c� 10' 10- 1 10-2 <br /> r <br /> 104 <br /> o N l 102 i0 10,3 <br /> i 10 10-7 10-2 10-a <br /> - 100 <br /> o <br /> U <br /> o " I 10-e 10-3 10 ' M <br /> V <br /> _^I _ <br /> 0_..-� 1 G i 0 <br /> 02 <br /> L10-7 <br /> L) c l I I <br /> i o N - i G- <br /> u- I = i i G 3 ` 10-;. 10-6 10-8 <br /> I � <br /> - � to <br /> 1 10-4 jLj 10��''` I-;G-� iia <br /> 0 a r <br /> - 0 <br /> t i <br /> ' 0 <br /> o 2 o j l - 6 10 <br /> �L r 10 - 10- 10- io <br /> _ <br /> I o n I o I, 10-< <br /> � I i0-* lo- io- to <br /> 4Ln o t 0-7 t 0 L 10-11 10-12 <br /> to <br /> o = <br /> 10 <br /> -o <br /> 10-8 10 6 [ 10-11 10-1 3 <br /> 10-7 <br /> Table 2.3 Conversion Factors for Permeability <br /> and Hydraulic Conductivity Units <br /> ?ermeability, k* Hydraulic conductivity, K <br /> CM2 ft'- darty m/s ft/s U.S. gaUd2y/ft2 <br /> cm: 1 1.08 x 10-3 1.01 x I08 9.80 x 102 3.22 x 105 1.85 x 109 <br /> f�= 9.29x10- 3 9.42x1010 9.11 x105 2.99x106 I.7I x101= <br /> darcv 9.87 x 10-9 1.06 x 10-' 1 1 9.66 x 10-6 3.17 x 10-5 1.82 x 101 <br /> :rtes 1.02 x 10-3 1.10 x 10_6 3.04 x 105 1 3.28 2.12 x 106 <br /> r1ls 3.11 x 1D-4 3.35 x ]0 7 3.15 x 104 3.05 x 10-1 1 6.46 x 10-1 <br /> �11.S. gal/day/ft25.42 x 10-10 5.83 x 10-13 5.49 x 10-2 4.72 x 10-7 1.55 x <br /> *To obtain k in ft2, multiply k in cm2 by. 1.08 x 10 J.i <br /> -3 <br /> OM <br />