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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 10%

Question 1 of 10

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

Question 1 of 10

Question 2 of 10

2. The scouring and silting on the river banks raise the flood levels for the particular discharge.

Question 2 of 10

Question 3 of 10

3. The basic mechanism behind the phenomenon of sediment transport is ______________

Question 3 of 10

Question 4 of 10

4. Calculate the critical tractive stress if the median diameter of the sand bed is 1.0 mm.

Question 4 of 10

Question 5 of 10

5. Which type of canal does not need cross drainage structures?

Question 5 of 10

Question 6 of 10

6. The CCA of a water course is 1500 hectares. The intensity of sugarcane and wheat crops is 20% and 40% respectively. The duties for the crops at the head of the watercourse are 730 hectares/cumec and 1600 hectares/cumec respectively. Calculate the design discharge at the outlet assuming a time factor equal to 0.8.

Question 6 of 10

Question 7 of 10

7. What is the problem in India for artificial channels?

Question 7 of 10

Question 8 of 10

8. A canal which when fully developed yields enough revenue to cover up its running cost is known as _____________

Question 8 of 10

Question 9 of 10

9. Calculate the ratio of the tractive critical stress to the average shear stress if the water flows at a depth of 0.8 m in a wide stream having a bed slope of 1 in 3000. The median diameter of the sand bed is 2 mm.

Question 9 of 10

Question 10 of 10

10. What is Gross Cropped Area?

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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