IndiaBIX
IndiaBIX
Start typing & press "Enter" or "ESC" to close
  • Home
  • Jobs
  • Results
  • Current Affairs
  • GK
  • Online Test
  • HR Interview
  • BLOG

Water Resources Engineering - Section 1

  • Home
  • Civil Engineering
  • Civil Engineering Questions and Answers
  • Water Resources Engineering - Section 1
Directions to Solve

Water Resources Engineering - Section 1

There are MCQs available on this field water resources
management and you can test your skills by completing these MCQs.

1. 

Burge formula 178-8.147-1 cumecs is based upon

A. rainfall and drainage area
B. run off and drainage area
C. drainage area and its shape
D. drainage area.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

2. 

For the estimate of high floods in fan-shaped catchment, the formula used is

A. Dicken's formula
B. Ryve's formula
C. Inglis formula
D. none of these.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

3. 

For calculating the evaporation rate over a reservoir surface E = 0.771 (1.465 - 0.00732 B) (0.44 - 0.007375 V) (pe - pa), the equation is given by

A. Roohwer's, formula in M.K.S.
B. Roohwer's formula in F.P.S.
C. Dalton's formula in F.P.S.
D. Dalton's formula in M.K.S.

Answer: Option A

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

4. 

Consumptive use of a crop during growth, is the amount of

A. interception
B. transpiration
C. evaporation
D. all the above.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

5. 

The efficiency of a pump may be taken as

A. 0.55
B. 0.60
C. 0.65
D. 0.70

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

6. 

Shrouding is provided in

A. cavity type tube wells
B. slotted type tube wells
C. strainer type tube wells
D. perforated type tube wells.

Answer: Option B

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

7. 

A well penetrates to 30 m below the static water table. After 24 hours of pumping at 31.40 litres/minute, the water level in a test well at a distance of 80 m is lowered by 0.5 m and in a well 20 m away water is lowered by 1.0 m. The transmissibility of the auifer, is

A. 1.185 m2/minute
B. 1.285 m2/minute
C. 1.385 m2/minute
D. 1.485 m2/minute
E. 1.585 m2/minute.

Answer: Option C

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

8. 

In the derivation of Thiem's formula 176-8.124-1 the following assumption is not applicable

A. The aquifer is homogeneous and isotropic
B. Flow lines are radial and horizontal
C. The slope of the water surface is too small
D. The well has been sunk up to the surface of the unconfined aquifer
E. None of these.

Answer: Option D

Explanation:

No answer description available for this question. Let us discuss.

View Answer Discuss Workspace Report

  • 1
  • 2
  • 3
  • 4
  • 5
  • 6
  • 7

Questions & Answers

Aptitude Chemical Engineering Civil Engineering Computer Science & Engineering Current Affairs Data Interpretation Electrical & Electronics Engineering Electronics & Communication Engineering General Knowledge Logical Reasoning Mechanical Engineering Non Verbal Reasoning Verbal Ability Verbal Reasoning

Interviews

HR Interview

Jobs

Sarkari Jobs

Results

Rojgar ResultSarkari Result

Admission

Admission 2023

Admit Card

Admit Card 2023

Answer Key

Answer Key 2023
copyright
Privacy Policy
© 2025 IndiaBIX. All Rights Reserved.

Report