Lining of Irrigation Canals MCQs

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

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Lining of Irrigation Canals MCQs | Page 6 of 6

Q51.
Which type of lining is adopted when the channels have become stable and no danger of scouring is expected?
Discuss
Answer: (d).Flexible membrane lining in the bed and rigid lining on the sides
Discuss
Answer: (d).The lesser the swelling pressure, the more troublesome is the soil
Q53.
The larger the thickness of CNS introduced over the expansive soil, the more will be the resulting swelling in soil.
Discuss
Answer: (b).False
Q54.
What is the recommended value of CNS thickness to be used for lining over expansive soil with swelling pressure of 200-300 KN/m²?
Discuss
Answer: (b).90 to 100 cm
Q55.
Safety ladders are generally provided on ___________
Discuss
Answer: (a).side slopes
Q56.
If the free swell index of soil is more than 100, the soil may be expansive.
Discuss
Answer: (a).True
Discuss
Answer: (d).provide safe exit to avoid accidental drowning
Q58.
CNS material shall be non-swelling with a minimum of ___________
Discuss
Answer: (a).10 KN/m² of cohesion
Discuss
Answer: (d).The soil with liquid limit less than 30% and plastic index less than 15% is considered suitable
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