Preliminary Treatment MCQs

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

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Preliminary Treatment. 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 Preliminary Treatment knowledge to the test? Let's get started with our carefully curated MCQs!

Preliminary Treatment MCQs | Page 2 of 5

Discover more Topics under Waste Water Engineering

Q11.
The head lost by water flowing in a channel as a result of turbulence caused by the velocity of the flowing water is called ________
Discuss
Answer: (d).Head loss
Q12.
What is the maximum allowable head loss for a manual coarse screen?
Discuss
Answer: (a).150mm
Q13.
At what angle generally a coarse manual screen is placed?
Discuss
Answer: (d).30-45 degree
Q14.
Which of these screens can handle very large particles?
Discuss
Answer: (a).Reciprocating rake
Q15.
From which of these type of screens there is a possibility of odour emission?
Discuss
Answer: (a).Catenary
Q16.
Which of these screens have a very large footprint?
Discuss
Answer: (c).Catenary
Q17.
With respect to the operation which of these screens is the most expensive?
Discuss
Answer: (b).Continuous belt
Q18.
Which of these type of screen can be used both as a fine and coarse screen?
Discuss
Answer: (a).Continuous belt
Q19.
What is the maximum allowable approach velocity for a bar screen at peak flow rates?
Discuss
Answer: (b).<0.9 m/s
Q20.
What should be installed in order to control the velocity of the bar screens?
Discuss
Answer: (c).Parshall flume
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