To reduce the cost of the CD works we resort to _____

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Question

To reduce the cost of the CD works we resort to _____

Options:

A . fluming

B . blocking of drain

C . cut-off

D . lifting of canal water

Answer: Option A
Answer: (a).fluming

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More Questions on This Topic :

Question 1. Which of the following method is applicable for the design of channel transition when the water depths of the flumed and....flumed and unflumed section are the same or maybe different?

Question 2. In a siphon aqueduct, the worst condition of uplift on the floor occurs when ________....

Question 3. The greater is the fluming, the greater is the length of upstream and downstream transition wings.....

Question 4. The floor of a siphon aqueduct needs to be designed for conditions when? i. The canal and drainage are flowing full ii.....The canal is empty and drainage discharge is full

Question 5. The head loss through a siphon barrel is usually given by Unwin’s formula by neglecting velocity of approach as HL = [....F₂ respectively represent the coefficient of head losses due to?

Question 6. Which of the following wings protect the earthen slopes of the canal and also guide the drainage water?....

Question 7. A siphon aqueduct is constructed at a canal crossing site where drainage HFL was 212.2 m by allowing an afflux of 0.4 m ....the crossing at the same high flood will be _________

Question 8. Calculate the depth of cut-off for scour holes for an irrigation channel of F.S.Q equal to 354 cumecs and H.F.Q of natur....600 cumecs. Assume the value of friction factor as 1.

Question 9. Calculate the value of hydraulic mean radius for a channel designed by Lacey’s theory which has a mean velocity of 1m/....of 1m/sec. The silt factor can be taken as unity.

Question 10. A partial contraction joint is the one in which?....

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