Rivers and Dam Reservoirs MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Rivers and Dam Reservoirs, a fundamental topic in the field of Irrigation Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Rivers and Dam Reservoirs MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Rivers and Dam Reservoirs mcq questions that explore various aspects of Rivers and Dam Reservoirs problems. Each MCQ is crafted to challenge your understanding of Rivers and Dam Reservoirs principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Irrigation Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Rivers and Dam Reservoirs MCQs are your pathway to success in mastering this essential Irrigation Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Rivers and Dam Reservoirs. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

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Rivers and Dam Reservoirs MCQs | Page 11 of 19

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Q101.
The valley storage reduces the effective storage capacity of a reservoir.
Discuss
Answer: (a).True
Q102.
The maximum level to which the water rises during the worst design flood is known as _________________________
Discuss
Answer: (a).full Reservoir level
Q103.
Which of the following formula can be used to determine the storage when three consecutive sections at equal height are taken?
Discuss
Answer: (a).Prismoidal formula
Q104.
Average yield of a storage reservoir is the arithmetic average of its ________________
Discuss
Answer: (c).firm and secondary yields over a long period
Q105.
While planning a water supply reservoir as compared to an irrigation reservoir the design yield may be kept __________________
Discuss
Answer: (b).lower
Discuss
Answer: (c).the outflow demand on the reservoir
Discuss
Answer: (b).lower than its firm or safe yield
Q108.
Who did the first effort to give empirical relations for converting the yearly rainfall value into the yearly runoff for the given catchment?
Discuss
Answer: (b).Alexander Binnie
Q109.
In which of the following method, the catchments were categorized as good, bad and average catchments to account for the general characteristics of the catchment?
Discuss
Answer: (b).Strange’s tables
Q110.
What is the value of Barlow’s runoff percentage (K) for hills and plains with little cultivation?
Discuss
Answer: (d).25