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 5 of 36

Discuss
Answer: (d).all the above.
Q42.
The maximum depth of sedimentation tanks is limited to
Discuss
Answer: (d).6 m.
Q43.
By boiling water, hardness can be removed if it is due to
Discuss
Answer: (d).calcium bicarbonate
Q44.
For determining the velocity of flow of underground water, the most commonly used non-empirical formula is
Discuss
Answer: (a).Darcy's formula
Q45.
The least thickness of class B cast iron (spun) pipe, is
Discuss
Answer: (c).8.6 mm
Q46.
According to IS : 1172-1963, a minimum of 135 litres of water capita per day, is required for
Discuss
Answer: (d).all the above.
Q47.
The R.L. of ground water table on the sides of a valley is 1505 m whereas R.L. of the stream water is 1475 m. If 60° slope consists of pervious soil between R.L. 1485 m to 1500 m, the gravity spring may be expected at the point of reduced level
Discuss
Answer: (d).1485 m.
Q48.
The factor affecting per capita demand, is
Discuss
Answer: (d).all the above.
Q49.
Pick up the incorrect statement from the following. The underground sources of water, is from
Discuss
Answer: (d).storage reservoirs
Q50.
The transitional middle portion of a logistic curve follows
Discuss
Answer: (d).a constant rate.
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