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 24 of 36

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Q231.
The requirement of water per capita per day, is
Discuss
Answer: (a).90 litres
Q232.
Water losses in water supply, is assumed as
Discuss
Answer: (d).15%.
Q233.
The pH value of water is kept slightly less than 7 so that hydrochloride ions may combine with ammonia ions to form
Discuss
Answer: (d).All the above.
Q234.
'Shrouding' is essentially provided in
Discuss
Answer: (c).slotted type well
Q235.
The ensure proper growth of children's teeth, the quantity of flouride used in water mains, is
Discuss
Answer: (a).1 mg/litre
Discuss
Answer: (b).to increase rate of settlement of suspended materials
Q237.
The U.C. (uniformity coefficient) Dโ‚†โ‚€/Dโ‚โ‚€ for the best filter media sand should be

a.

2

b.

3

c.

4

d.

5

Discuss
Answer: (a).2
Discuss
Answer: (d).All the above.
Discuss
Answer: (c).total quantity of water available in the well
Q240.
Normal values of overflow rate for plain sedimentation tanks in litres/hr/m², generally range between
Discuss
Answer: (c).500 to 750