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Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectively
  • a)
    0.32 and 1.00
  • b)
    1.0 and 1.0
  • c)
    1.0 and 1.76
  • d)
    0.57 and 0.90
Correct answer is option 'A'. Can you explain this answer?
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Lacey, in his regime equations, has adjusted his silt factor to be uni...
Median size and critical velocity ratio of Bari-Doab alluvium

Median size of Bari-Doab alluvium
- According to the question, Kennedy used Bari-Doab alluvium as the standard silt in his equation.
- Lacey has adjusted his silt factor to be unity for the standard silt used by Kennedy.
- Therefore, we can assume that the median size of Bari-Doab alluvium is the same as that used by Kennedy, which is 0.32 mm.
- Hence, option A is correct.

Critical velocity ratio of Bari-Doab alluvium
- The critical velocity ratio is the ratio of the critical velocity of flow to the settling velocity of particles.
- It depends on the properties of the fluid and the particles, such as density, viscosity, and size.
- The critical velocity of flow is the velocity at which the particles start to move and get suspended in the flow.
- The settling velocity of particles is the velocity at which the particles settle down under the influence of gravity.
- The critical velocity ratio is a dimensionless parameter that helps to determine the erosion and deposition characteristics of sediment particles in a fluid flow.
- According to the question, the critical velocity ratio for Bari-Doab alluvium is 1.00.
- Hence, option A is correct.
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Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer?
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Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer?.
Solutions for Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.
Here you can find the meaning of Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer?, a detailed solution for Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer? has been provided alongside types of Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice Lacey, in his regime equations, has adjusted his silt factor to be unity for the standard silt used by Kennedy. It is known that Kennedy used Bari-Doab alluvium as the standard silt in his equation. Then, the median size, in mm, of Bari-Doab alluvium and the critical velocity ratio for this silt are, respectivelya)0.32 and 1.00b)1.0 and 1.0c)1.0 and 1.76d)0.57 and 0.90Correct answer is option 'A'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.
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