My Report

Irrigation Engineering Mock Test 2


Correct Answer: 2 points | Wrong: -1 point
Grades: A* (100% score) | A (80%-99%) | B (60%-80%) | C (40%-60%) | D (0%-40%)
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Question 1 of 10

1. For the design of non-scouring channels in coarse alluviums, the shield’s entrainment function should be ____________

Question 1 of 10

Question 2 of 10

2. A part of tractive force does not have any part in transporting the bed material, i. e bed load.

Question 2 of 10

Question 3 of 10

3. Which type of moisture acts as a bridge between soil moisture content and field capacity?

Question 3 of 10

Question 4 of 10

4. Design of alluvial channels in India is based on Kennedy and Lacey theories.

Question 4 of 10

Question 5 of 10

5. Determine the shear stress required to move the single grain on the side slopes, if the critical shear stress required moving the similar grain on the horizontal bed is 2.91 N/m2. Consider the angle of the side slope with the horizontal as 30° and the angle of repose of soil as 37°.

Question 5 of 10

Question 6 of 10

6. What is the name given to the junction of two streams?

Question 6 of 10

Question 7 of 10

7. Which of the following characteristics is wrong about extensive irrigation?

Question 7 of 10

Question 8 of 10

8. Up to which point plants can extract water?

Question 8 of 10

Question 9 of 10

9. Commonly the bed load is 10% of total suspended load.

Question 9 of 10

Question 10 of 10

10. Which canal is not provided with any headworks for diversion of river water?

Question 10 of 10


 

Manish Bhojasia - Founder & CTO at Sanfoundry
Manish Bhojasia, a technology veteran with 20+ years @ Cisco & Wipro, is Founder and CTO at Sanfoundry. He lives in Bangalore, and focuses on development of Linux Kernel, SAN Technologies, Advanced C, Data Structures & Alogrithms. Stay connected with him at LinkedIn.

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