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Range of Values of Hydraulic Conductivity <br /> and Permeability <br /> Rocks Unconsolidated k k K K /{ <br /> deposits <br /> _ (darcy) (c„2) (cm/s] (oul/day/1tZI <br /> 104 I <br /> 104 10 ` 10 10-' 100 <br /> a <br /> I03 10-5 1 10-7 <br /> - tOr /�2 — <br /> 0 0 10Z10-° lQ-' 104 8� <br /> n c c t0-3 <br /> E t0 to-7 10-2 10-4 10= S <br /> `+ � � c � t t0-e 10-3 1Q`5 t02 <br /> c <br /> - 6• y�x /o <br /> z a a� l0-1 10 9 10-4 10_; - to <br /> 77jm a [ c o - 10-2 lo-10 10-7 10 ; <br /> N ❑ ❑ <br /> Z 7; 10 <br /> = 1 <br /> J rn 1 Q 10" 10� 10 <br /> LO <br /> 10- 10-2 <br /> 10-12 f0-7 10.0 <br /> b G <br /> 61 Tu <br /> C3 a r <br /> : ci(O t -13 -3 -10 to-! <br /> Q 10 to <br /> � C: <br /> Q) uo j E 1 Q-5 i0-r4 10-e 10-11 f0 <br /> ❑ o o I I0-7 10 <br /> Z -15 10-10 1 <br /> 0-12 1Q� <br /> C _� l 10 � <br /> E - t 0-$ 10-° t 0-n 10-;3 <br /> Conversion Factors for Permeability <br /> and Hydraulic Conductivity Units <br /> Perr•leabiliry,k' Hydraulic cnnduc:ivky, K <br /> cm2 1t2 darn <br /> m/s r/s L'.S. cz1/ty/tt2 <br /> cm: 1 1.08 x 10-3 1.01 x l0a 9.30 x 10= -,.11 <br /> 4 <br /> < 102 1.35 x 10 <br /> ft" 9.29 x 10= 1 9.42 x 10109.11 x 105 2.99 x 106 1.71 x 1012- <br /> daie` 9.37 x 10-4 1.06 x 10-51 1 9.66 x 10-6 5.17 x 10-5 1.83 x 101 <br /> m's 1.02 x 10-1 1.10 x 10-6 1.04 x 10 5 <br /> 1 3.28 3.12 >: 106 <br /> ft,s -1.11 x 10-1 3,35 x 10-7 3.15 x 10' 3.05 x 10-1 1 0.46 x 105 <br /> U.S. sal dayift:5.4_ x 10-Io :.33 x 10-13 5.49 x 10-' 4.72 - 6 <br /> x 10-7 1.5;5 .•, 10- 1 <br /> 'To obtain k in ft'-, multiply k in cm' by 1.08 x 10-t. (Freeze & Cherry. 1979) <br />