Waste Water Engineering MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Waste Water 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 Waste Water 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 Waste Water Engineering mcq questions that explore various aspects of Waste Water Engineering problems. Each MCQ is crafted to challenge your understanding of Waste Water 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 Waste Water 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 Waste Water 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 Waste Water Engineering knowledge to the test? Let's get started with our carefully curated MCQs!

Waste Water Engineering MCQs | Page 28 of 32

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Q271.
Cement concrete sewers are only suitable if non-scouring velocity is between
Discuss
Answer: (a).2.5 to 3.0 m/sec
Q272.
The grit chambers of sewage treatment plants, are generally cleaned after
Discuss
Answer: (d).14 days.
Q273.
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is
Discuss
Answer: (d).50 mm
Q274.
In very first stage of decomposition of the organic matter in sewage
Discuss
Answer: (d).ammonia is formed.
Q275.
The underground sewers are more subjected to
Discuss
Answer: (b).compressive force
Discuss
Answer: (d).all the above.
Discuss
Answer: (d).all the above.
Q278.
The normal values of over flow rates for secondary sedimentation tanks, ranges between
Discuss
Answer: (a).25, 000 to 35, 000 litres/sqm/day
Q279.
The Brake Horse power of the motor (efficiency 60%) required for a pump of capacity 0.075 cumec for a total lift of 12 m, is
Discuss
Answer: (c).20
Q280.
The normal value of over flow rates for plain primary sedimentation tanks, ranges between
Discuss
Answer: (b).40, 000 to 50, 000 litres/sqm/day