Civil Engineering - Water Resources Engineering - Discussion


If the loss due to friction in pipes is 4 m, the total losses in strainer and bends may be taken as

[A]. 0.10 m
[B]. 0.20 m
[C]. 0.5 m
[D]. 1.0 m.

Answer: Option D


No answer description available for this question.

M.Bhavya said: (Jan 31, 2014)  
Loss in stranier = 0.25h.

= 0.25*4 = 1.

Keshav Raidas said: (Jun 18, 2017)  
Total losses = losses in pipe/4.

Anand said: (Feb 12, 2019)  

Due to bend and strainers, the loss of head due to this is equal to one forth of total frictional loss.

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