The soil below is a dense well-graded clayey sand with Ya = 112 pcf and G₁ = 2.63, a permeability k = 240 mm/min at a voids ratio of e = 0.85; the cross-sectional area of the tank is 36 ft. Find (a) the seepage rate q in ft³/min., and (b) the direction of the flow.
The soil below is a dense well-graded clayey sand with Ya = 112 pcf and G₁ = 2.63, a permeability k = 240 mm/min at a voids ratio of e = 0.85; the cross-sectional area of the tank is 36 ft. Find (a) the seepage rate q in ft³/min., and (b) the direction of the flow.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The soil below is a dense well-graded clayey sand with Y₁ = 112 pcf and Gs = 2.63, a permeability k
= 240 mm/min at a voids ratio of e=0.85; the cross-sectional area of the tank is 36 ft. Find (a) the
seepage rate q in ft³/min., and (b) the direction of the flow.
H₁=2'
H₂=6'
Clayey sand
Ah= 4 feet](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fedc01743-5ee5-4189-8ada-406c524e4ff9%2F046afa7e-03cd-41f8-9751-0c8898ad64dc%2Fps63oec_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The soil below is a dense well-graded clayey sand with Y₁ = 112 pcf and Gs = 2.63, a permeability k
= 240 mm/min at a voids ratio of e=0.85; the cross-sectional area of the tank is 36 ft. Find (a) the
seepage rate q in ft³/min., and (b) the direction of the flow.
H₁=2'
H₂=6'
Clayey sand
Ah= 4 feet
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