1995-10-02_REVISION - M1977493 ‎(7)‎

• Permit No: M1977493
• IBM Index Class Name: Revision
• Doc Date: 10/2/1995
• Doc Name: Submittal
• From: Climax
• To: DMG
• Type & Sequence: TR8
• Media Type: D
• Archive: No

Ch. 2
,ance
, leum
tuted
(2.29)
lead to
draulic
pproxi-
1 9draulic
s of Eq•
- d to this
However,
lis formal
measure -
' influence
he effect is
akes good
:en carried
:nt are very
lent on the
r than con-
and perm
ll materials
review. Th
c onductive
that take o'
implies tha
very usef
probably h ''
gr
c�
I -10 10 3 -1 10 -2
I
0 o
ii - t0 10 -6 -10 -1 10 -3
c
N ° °
y N
E .
° -t0 -10 - 7 10-2 -10
i ° c an _IC 17
Y o o f 1 10 -e 10 10 -5
y ° U N el r
CL anvl = - 10 1 - 10 -9 - 10 4 - 10 -6
'- ,_ c cn
° °
° c o ` a G '' '' I - 1 0 2 - 10 10 - 10 -5 - i -
0
oEICC
Ill Ev° -10 -10 -10 -10 -8
J D v, =1
I = -10 -4 -10 -12 -10 - 10 -9
�
0
-o-a) -105 - 10 - 10 8 -10
- o - I a)
Y CO 10 10 10 10 -n
a
C
a'u D E
p .E 9_
r, 0. <I)
0 0 , t 10 10 -t5 10 10
c Ea
D .°'1 -10 - 10 -10 -10
E
Table 2.3 Conversion Factors for Permeability
and Hydraulic Conductivity Units
c m 2
Rocks
deposits
ft darcy
To obtain k in ft multiply k in cm by 1 08 x 10 -3 .
—10 —10 — -1
-10 -10 -t0 - to'
Physical Properties and Principles / Ch. 2
Table 2.2 Range of Values of Hydraulic Conductivity
and Permeability
Unconsolidated k k K K K
( dorcy) (cm (cm /s) (m /s) (gal /doy /ft
m/s
10
10
-10
-10
- 10
-10
- 1
10
- 10 -2
10 -3
-10
-10
10
- 10 -7
Permeability. k' Hydraulic conductivity. K
ft /s US gal /day /tt
cm 2 1 1.08 / 10 -3 1.01 .. 10 9.80 x 10 3.22 10 1.85 x 10
fl3 9.29 x 10 1 9.42 10 9 11 10 2.99 - 10 1.71 x 10
duty 9.87 x 10 -9 1.06 x 10 -11 I 9.66 x 10 -6 3 17 - 10 -5 1 82 x 10
mli 1.02 x 10 -3 1.10 x 10 -6 1 04 r 10 1 3 28 2 12 x 10
f t/s . 3.11x10 3.35 x 10 7 315::10° 3.05x10 1 6.46x10
US. gal/day/ft2 x 10 -1 ° 5.83 x 10 -13 5 49 >: 10 -2 4 72 x 10 - ' 1.55 10 -6 1
:ommon u
e converte
ft