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29 Physical Properties and Principles / Ch. 2 <br /> Table 2.2 Range of Values of Hydraulic Conductivity <br /> and Permeability <br /> rfr. <br /> Rocks Unconsolidated k k K K K <br /> deposits (darty) (cm2) (cm/s) (m/s) (gal/day/ft2) /c,2 <br /> 105 10-5 102 1 <br /> f06 <br /> 104 10-4 10 10-' <br /> a 105 <br /> II10' 10-5 t 10-2 <br /> 104 <br /> 0o r� 102 10_6 '10:�-' 103 <br /> Ln <br /> 0 103 <br /> E 10 10-7 10-2 k0-4 <br /> G <br /> G ds b V 102 <br /> Y E n 0 [ 10-a 10-3 10-' <br /> o <br /> QJ U <br /> 0- 10-' 10.0 1- 10 4 10 6 fo <br /> -GOG <br /> Ln <br /> aj 0 10-z 10-10 L 10-5 10-7 <br /> a E ai a _- 10-1 <br /> Fz <br /> `__ I , n Ln iG 3 10-11 t0-6 10-a <br /> (n _ to <br /> 10-4 10-.z x10-7. 10:9 <br /> _ t0-' <br /> Lia 10 s _ 10 ^ #0-a 1010 <br /> m C:CD 10-c <br /> � 3"L c t0-6 10-5= IT 10-11 <br /> o <br /> U U L <br /> G t G 10-� <br /> 0 10`7 10-;S _ 10-10 i0-12 <br /> � E 0 <br /> o3, <br /> 13 10-6 <br /> 10-a 10-16 10 11 10- <br /> i 10-7 <br /> Table 2.3 Conversion Factors for Permeability <br /> and Hydraulic Conductivity Units <br /> Permeability, k" Hydraulic conductivity, K <br /> CM2 ft'- darcy m/s ft/s U.S. gal/day/112 <br /> CMZ 1 1.08 x 10-3 1.01 x 108 9.80 x 102 3.22 x 103 1.85 x 109 <br /> ft'- 9.29x102 1 9.42x1010 9.11 x105 2.99x106 1.71x1012 <br /> darcy 9.87 x 10-9 1.06 x 10-11 1 9.66 x 10-6 3.17 x 10-5 1.82 x 101 <br /> rnis 1.02 x 10-3 I.I0 x ]0-6 1.04 x 105 1 3.28 2.12 x 106 <br /> ftjs 3.11 x 10-4 3.35 x 10-7 3.15 x l04 3.05 x 10-1 1 6.46 x 105_ <br /> U-S. gal/day/ft2 5.42 x 10-10 5.83 x 10-13 5.49 x 10-2 4.72 x 10-7 1.55 x 10-6y <br /> *To obtain k in ft2, multiply k in cm2 by 1.08 x 10-3. <br /> __.._ -_.... -_�_-�_�.� .... .. - -_. - -_'_ -• :..,. _ -_�z �,..j�i.� _.._� -' - - . - +,ids n y �.1`_ _ <br />