Situation 2: The hydraulic conductivity of a soil sample was determined in a soil mechanics laboratory by making use of a falling head permeameter. The data used and the test results obtained were as follows: 4. 5. 6. Diameter of sample = 2.36 in Height of sample = 5.91 in Diameter of stand pipe = 0.79 in Initial head 17.72 in. = Final head = 11.81 in. Time elapsed - 1 min 45 sec. = b. boton Determine the hydraulic conductivity in ft/day. 14.8 ft/day 18.4 ft/day asthaging guiwaltol sus za vel aliz sareb b. a 01-010 audumsth ovipetiz Fono 05.0=0 thstendo allige C. d. 0.56 ft³/day 2.21 ft³/day sni in 8 al Levai nodew bacond vous liozada ten 90815 Determine the hydraulic gradient at t = 1 min 45 sec. (a. 1 c. 3 2 d. 4 2.56 ft/day 6.52 ft/day l'orbme giallers all forgiat Determine the rate of flow of water in the soil in ft³/day. C. 1.34 ft³/day -mottod.qui 1.12 ft³/day
Situation 2: The hydraulic conductivity of a soil sample was determined in a soil mechanics laboratory by making use of a falling head permeameter. The data used and the test results obtained were as follows: 4. 5. 6. Diameter of sample = 2.36 in Height of sample = 5.91 in Diameter of stand pipe = 0.79 in Initial head 17.72 in. = Final head = 11.81 in. Time elapsed - 1 min 45 sec. = b. boton Determine the hydraulic conductivity in ft/day. 14.8 ft/day 18.4 ft/day asthaging guiwaltol sus za vel aliz sareb b. a 01-010 audumsth ovipetiz Fono 05.0=0 thstendo allige C. d. 0.56 ft³/day 2.21 ft³/day sni in 8 al Levai nodew bacond vous liozada ten 90815 Determine the hydraulic gradient at t = 1 min 45 sec. (a. 1 c. 3 2 d. 4 2.56 ft/day 6.52 ft/day l'orbme giallers all forgiat Determine the rate of flow of water in the soil in ft³/day. C. 1.34 ft³/day -mottod.qui 1.12 ft³/day
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Situation 2:
The hydraulic conductivity of a soil sample was determined in a soil mechanics laboratory by
making use of a falling head permeameter. The data used and the test results obtained were
as follows:
4.
5.
6.
Diameter of sample = 2.36 in
Height of sample = 5.91 in
Diameter of stand pipe = 0.79 in
Initial head 17.72 in.
=
Final head = 11.81 in.
Time elapsed = 1 min 45 sec.
b.
Determine the hydraulic conductivity in ft/day. vous llorado ten
90815
C.
d.
14.8 ft/day
18.4 ft/day
asthaging guiwaliol su zadaval aliz paneb a
b.
08.0=sodi: bioy
y 01=010 audumsth ovipetiz
Pon 05.0=0 totendo alle
Determine the hydraulic gradient at t = 1 min 45 sec.
(a. 1
c.
3
2
d.
4
0.56 ft³/day
2.21 ft³/day
2.56 ft/day
6.52 ft/day
Borba gialloro allogist
Determine the rate of flow of water in the soil in ft³/day.
C.
1.34 ft³/day
mür tod.qu 1.12 ft³/day](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd677c437-0e41-47db-b476-98397ce24ce1%2F995e4644-63e5-454a-99a7-96b6a086f221%2F8g2kmum_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 2:
The hydraulic conductivity of a soil sample was determined in a soil mechanics laboratory by
making use of a falling head permeameter. The data used and the test results obtained were
as follows:
4.
5.
6.
Diameter of sample = 2.36 in
Height of sample = 5.91 in
Diameter of stand pipe = 0.79 in
Initial head 17.72 in.
=
Final head = 11.81 in.
Time elapsed = 1 min 45 sec.
b.
Determine the hydraulic conductivity in ft/day. vous llorado ten
90815
C.
d.
14.8 ft/day
18.4 ft/day
asthaging guiwaliol su zadaval aliz paneb a
b.
08.0=sodi: bioy
y 01=010 audumsth ovipetiz
Pon 05.0=0 totendo alle
Determine the hydraulic gradient at t = 1 min 45 sec.
(a. 1
c.
3
2
d.
4
0.56 ft³/day
2.21 ft³/day
2.56 ft/day
6.52 ft/day
Borba gialloro allogist
Determine the rate of flow of water in the soil in ft³/day.
C.
1.34 ft³/day
mür tod.qu 1.12 ft³/day
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