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A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.
Correct answer is '0.72'. Can you explain this answer?
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A constant head permeability test was conducted on a soil specimen und...
Void ratio, 
Porosity,
Seepage velocity,
= 0.72 cm/sec
Porosity,
Seepage velocity,
= 0.72 cm/secMost Upvoted Answer
A constant head permeability test was conducted on a soil specimen und...
Calculation of Seepage Velocity using Constant Head Permeability Test
Given:
Coefficient of permeability (k) = 0.1 cm/s
Specific gravity (G) = 2.65
Hydraulic gradient (i) = 2.5
Saturated water content (w) = 20%
Formula used:
Seepage velocity (v) = (k/i) * (Gw/γ)
where γ = unit weight of water = 9.81 kN/m³
Calculation:
Unit weight of water (γ) = 9.81 kN/m³
From the given data, we can calculate the water content (θ) as:
θ = w/(1 + w) = 0.2/(1 + 0.2) = 0.1667
Substituting the given values in the formula, we get:
v = (0.1/2.5) * (2.65 * 0.1667/9.81)
v = 0.72 cm/s (rounded off to two decimal places)
Therefore, the seepage velocity through the soil specimen is 0.72 cm/s.
Explanation:
The constant head permeability test is a laboratory test used to determine the coefficient of permeability of a soil specimen. This test involves applying a constant head of water to one end of the soil specimen and measuring the rate of flow of water through the specimen. The hydraulic gradient is the ratio of the difference in hydraulic head between the two ends of the specimen to the length of the specimen.
The seepage velocity is the rate of flow of water through the soil specimen per unit area. It depends on the coefficient of permeability, hydraulic gradient, specific gravity, and water content of the soil. The formula for calculating seepage velocity takes into account all these parameters.
In this question, we are given the coefficient of permeability, hydraulic gradient, specific gravity, and saturated water content of the soil specimen. By using the formula for seepage velocity, we can calculate the rate of flow of water through the soil specimen.
Given:
Coefficient of permeability (k) = 0.1 cm/s
Specific gravity (G) = 2.65
Hydraulic gradient (i) = 2.5
Saturated water content (w) = 20%
Formula used:
Seepage velocity (v) = (k/i) * (Gw/γ)
where γ = unit weight of water = 9.81 kN/m³
Calculation:
Unit weight of water (γ) = 9.81 kN/m³
From the given data, we can calculate the water content (θ) as:
θ = w/(1 + w) = 0.2/(1 + 0.2) = 0.1667
Substituting the given values in the formula, we get:
v = (0.1/2.5) * (2.65 * 0.1667/9.81)
v = 0.72 cm/s (rounded off to two decimal places)
Therefore, the seepage velocity through the soil specimen is 0.72 cm/s.
Explanation:
The constant head permeability test is a laboratory test used to determine the coefficient of permeability of a soil specimen. This test involves applying a constant head of water to one end of the soil specimen and measuring the rate of flow of water through the specimen. The hydraulic gradient is the ratio of the difference in hydraulic head between the two ends of the specimen to the length of the specimen.
The seepage velocity is the rate of flow of water through the soil specimen per unit area. It depends on the coefficient of permeability, hydraulic gradient, specific gravity, and water content of the soil. The formula for calculating seepage velocity takes into account all these parameters.
In this question, we are given the coefficient of permeability, hydraulic gradient, specific gravity, and saturated water content of the soil specimen. By using the formula for seepage velocity, we can calculate the rate of flow of water through the soil specimen.
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A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer?
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A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer? for GATE 2024 is part of GATE preparation. The Question and answers have been prepared according to the GATE exam syllabus. Information about A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer? covers all topics & solutions for GATE 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer?.
A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer? for GATE 2024 is part of GATE preparation. The Question and answers have been prepared according to the GATE exam syllabus. Information about A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer? covers all topics & solutions for GATE 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer?.
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A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer?, a detailed solution for A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer? has been provided alongside types of A constant head permeability test was conducted on a soil specimen under a hydraulic gradient of 2.5. The soil specimen has specific gravity of 2.65 and saturated water content of 20%. If the coefficient of permeability of the soil is 0.1 cm/s, the seepage velocity (in cm/s, round off to two decimal places) through the soil specimen is ________.Correct answer is '0.72'. Can you explain this answer? theory, EduRev gives you an
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