FA8501-09-R-0041 - Perc Test P-3.pdf
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DATE
3/27/2009
STAR
T TIM
E
LO
CATIO
N:
B uilding 139 R A
FB
PRO
JECT
M
C G
-09-3714A
EN
D
TIM
E
SITE NUM
BER
DATA SET NUM
BE R P
-3
TEST D
EPTH 48"
S aturated H ydraulic C onductivity / steady three dim ensional flow
K f s CA
LC
ULATIO
NS FO
R STRUCTURED C
LAY O
R STRUCTURED LO
AMcell w here you add inform ation Coefficients used to determ ine the value of G cells w ith coefficients cells w hich run calculations A1
0.083 h (cm
)/r (cm answ ers
A2 0.514 h/r squared precise volum e w ith constant head A3
-0.053 3.1416 pie h/r cubed A4
0.002 6.2832
2 X pie Lam da C (cm
8.3
0.15915 1divided by 2 X pie
0.915 form ula 0.145626 value of G head ht. (in.)
4.5
1.810825 conversion factor from contact area (in.) to m ove to 1 square foot hole radius ( in.)
2.25 square inches in 1 foot hole diam eter (in)
4.5 fl oz. Per gal 79.52175 square inches of contact area for entire wetted area hole diam eter (cm
11.43 5.0625 radius squared (in) 513.0425 square cm of contact area for entire wetted area head ht. (cm
11.43 32.6612 radius squared (cm
2.54 # of cm per 1 inch hole radius(cm
5.715
390.938 total m l displaced 260.6256 cubic cm or m l in 1 inch slice run tim e in m in.
13.2192 total oz. D isplaced
0.033814
fl. oz per m l inches displaced *
1.5 1.7375 cubic cm per m in.
8.812794 oz per 1 linear inch of drop based on hole geom etry cubic cm flow / E 21
0.01693333 102.609 pie X radius squared hd.ht.x lam da c 94.869
130.6449
hd. H
t. Squared (units of length ) cm
(G ) geom etric factor x pie x radius squared 14.94251044
14.94251 (G
) geom etric factor x pie x radius squared
Kfs cm /m in 0.00105228
Kfs cm per hr.
0.06313656 m in in 1 hour product 6.348933159
8.7431694 product
16.092103 product
Kfs cm per day
1.51527744 m
in. in 1 day
Kfs inches per hour 0.02485691 hour in 1 day raw flow rates (Q ) based on flow and contact Kfs inches per day
0.59656592 0.623 gal per inch per ft2 m in./inch (taft)
Kfs inches per week 4.17596145 days per week
1.196882 gal per day per square foot
Kfs gal per hr per ft2 0.01548586
1.921159 inches per day
Kfs gal per day per ft2 0.37166057
13.44812 inches per week
0.080048 inches per hour
Kring ver. 3.8
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