FA8501-09-R-0041 - Perc Test P-1.pdf
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DATE
3/27/2009
STAR
T TIM
E
LO
C
ATIO
N:
B uilding 139 R
A
FB
PRO
JEC
T M
C G
-09-3714A
EN
D
TIM
E
SITE NUM
BER
DATA SET NU
M
BER P
-1
TEST D
EPTH 48"
S aturated H ydraulic C onductivity / steady three dim ensional flow K f s C
ALC
ULA
TIO
N
S FO
R S
TRUC
TUR
ED C
LAY O
R
STR
UCTURED
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
651.564 total m l displaced 260.6256 cubic cm or m l in 1 inch slice run tim e in m in.
22.032 total oz. D isplaced
0.033814
fl. oz per m l inches displaced *
2.5 2.89584 cubic cm per m in.
8.812794 oz per 1 linear inch of drop based on hole geom etry cubic cm flow / E 21
0.02822222 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 0.00175379
Kfs cm per hr.
0.1052276 m in in 1 hour product 6.348933159
8.7431694 product
16.092103 product
Kfs cm per day
2.5254624 m
in. in 1 day
Kfs inches per hour 0.04142819 hour in 1 day raw flow rates (Q ) based on flow and contact Kfs inches per day
0.99427654 0.623 gal per inch per ft2 m in./inch (taft)
Kfs inches per week 6.95993576 days per week
1.994804 gal per day per square foot
Kfs gal per hr per ft2 0.02580976
3.201932 inches per day
Kfs gal per day per ft2 0.61943428
22.41353 inches per week
0.133414 inches per hour
Kring ver. 3.8
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