Civil Engineering - Water Resources Engineering - Discussion
Discussion Forum : Water Resources Engineering - Section 3 (Q.No. 47)
47.
If the loss due to friction in pipes is 4 m, the total losses in strainer and bends may be taken as
Discussion:
3 comments Page 1 of 1.
M.bhavya said:
1 decade ago
Loss in stranier = 0.25h.
= 0.25*4 = 1.
= 0.25*4 = 1.
(1)
Keshav Raidas said:
8 years ago
Total losses = losses in pipe/4.
Anand said:
7 years ago
@Keshav.
Due to bend and strainers, the loss of head due to this is equal to one forth of total frictional loss.
Due to bend and strainers, the loss of head due to this is equal to one forth of total frictional loss.
(1)
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