FA8501-09-R-0041 - Perc Test Report.pdf
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DA
TE
3/27/2009
STAR
T TIM
E
LO
CATIO
N:
B uilding 139 R
A
FB
PR
O
JEC
T
M C
G -09-3714A
EN
D
TIM
E
SITE N
UM
B
ER
DA
TA SET NUM
BE R P
-1
TEST D
EPTH 48"
S aturated H ydraulic C onductivity / steady three dim ensional flow
K f s CA
LCU
LATIO
N
S FO
R S
TRU
CTUR
ED CLA
Y O
R STR
UCTU
RED
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
DA
TE
3/27/2009
STAR
T TIM
E
LO
CATIO
N:
B uilding 139 R
A
FB
PR
O
JEC
T
M C
G -09-3714A
EN
D
TIM
E
SITE N
UM
B
ER
DA
TA SET NUM
BER P
-2
TEST D
EPTH 48"
S aturated H ydraulic C onductivity / steady three dim ensional flow
K f s CA
LCU
LATIO
N
S FO
R S
TRU
CTUR
ED CLA
Y O
R STR
UCTU
RED
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
521.251 total m l displaced 260.6256 cubic cm or m l in 1 inch slice run tim e in m in.
17.6256 total oz. D isplaced
0.033814
fl. oz per m l inches displaced *
2.31667 cubic cm per m in.
8.812794 oz per 1 linear inch of drop based on hole geom etry cubic cm flow / E 21
0.02257778 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 0.00140303
Kfs cm per hr.
0.08418208 m in in 1 hour product 6.348933159
8.7431694 product
16.092103 product
Kfs cm per day
2.02036992 m
in. in 1 day
Kfs inches per hour 0.03314255 hour in 1 day raw flow rates (Q ) based on flow and contact Kfs inches per day
0.79542123 0.623 gal per inch per ft2 112.5 m in./inch (taft)
Kfs inches per week 5.56794861 days per week
1.595843 gal per day per square foot
Kfs gal per hr per ft2 0.02064781
2.561546 inches per day
Kfs gal per day per ft2 0.49554743
17.93082 inches per week
0.106731 inches per hour
Kring ver. 3.8
DA
TE
3/27/2009
STAR
T TIM
E
LO
CATIO
N:
B uilding 139 R
A
FB
PR
O
JEC
T
M C
G -09-3714A
EN
D
TIM
E
SITE N
UM
B
ER
DA
TA SET NUM
BER P
-3
TEST D
EPTH 48"
S aturated H ydraulic C onductivity / steady three dim ensional flow
K f s CA
LCU
LATIO
N
S FO
R S
TRU
CTUR
ED CLA
Y O
R STR
UCTU
RED
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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