If 40% of hydrostatic head is lost in flowing through soil B (that has k = 0.06 cm/s) as shown in figure below, then the discharge velocity and the seepage velocity through soil B are respectively [Consider level at point 1 as datum] Soil A B e 0.6 0.8 T 40 cm # 40 cm # 40 cm £ G 2.67 2.65 (1) Soil A (2) Soil B
If 40% of hydrostatic head is lost in flowing through soil B (that has k = 0.06 cm/s) as shown in figure below, then the discharge velocity and the seepage velocity through soil B are respectively [Consider level at point 1 as datum] Soil A B e 0.6 0.8 T 40 cm # 40 cm # 40 cm £ G 2.67 2.65 (1) Soil A (2) Soil B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![If 40% of hydrostatic head is lost in flowing through soil B (that has k = 0.06 cm/s) as
shown in figure below, then the discharge velocity and the seepage velocity through
soil B are respectively
[Consider level at point 1 as datum]
Soil
A
B
e
0.6
0.8
T
40 cm
#
40 cm
#
40 cm
1
G
2.67
2.65
(1)
Soil A
(2)
Soil B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f04020c-915b-4548-8e93-95e40530a141%2Fe7d3045c-0901-42d2-bae0-d0cac7bc5f36%2F7o23faj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:If 40% of hydrostatic head is lost in flowing through soil B (that has k = 0.06 cm/s) as
shown in figure below, then the discharge velocity and the seepage velocity through
soil B are respectively
[Consider level at point 1 as datum]
Soil
A
B
e
0.6
0.8
T
40 cm
#
40 cm
#
40 cm
1
G
2.67
2.65
(1)
Soil A
(2)
Soil B
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