Water Supply Engineering MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Water Supply Engineering, a fundamental topic in the field of Civil Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Water Supply Engineering 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 Water Supply Engineering mcq questions that explore various aspects of Water Supply Engineering problems. Each MCQ is crafted to challenge your understanding of Water Supply Engineering principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Civil Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Water Supply Engineering MCQs are your pathway to success in mastering this essential Civil Engineering topic.

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

So, are you ready to put your Water Supply Engineering knowledge to the test? Let's get started with our carefully curated MCQs!

Water Supply Engineering MCQs | Page 13 of 36

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Q121.
The efficiency of sedimentation tank does not depend upon
Discuss
Answer: (a).depth of tank
Q122.
When the reduced level of the water source is higher than the reduced level of the consumer's place, water is generally supplied
Discuss
Answer: (b).by gravitational system
Q123.
For estimating the run off of catchments, the mean value of the constant 'K' in the Khosla's formula Qy = Py - K (1.8 Ty + 32) is
Discuss
Answer: (d).1.27
Q124.
Service connections to consumers houses, are generally provided with
Discuss
Answer: (c).galvanised iron pipes
Discuss
Answer: (d).all the above.
Q126.
The maximum permitted loss of head in a rapid sand filter, is
Discuss
Answer: (c).3 m
Q127.
In pumping stations, the type of joint generally used, is
Discuss
Answer: (b).flanged joint
Q128.
The permissible pH value for public water supplies may range between
Discuss
Answer: (c).6.5 to 8.5
Q129.
The strainer type tube well, is unsuitable for
Discuss
Answer: (b).fine sandy strata
Discuss
Answer: (d).All the above.