Home / Civil Engineering / Water Resources Engineering :: Discussion

Discussion :: Water Resources Engineering

  1. If h is the loss due to friction in a pipe. Total losses in strainer and bends may be taken as

  2. A.
    0.01 h
    B.
    0.45 h
    C.
    0.20 h
    D.
    0.25 h
    E.
    0.3 h.

    View Answer

    Workspace

    Answer : Option D

    Explanation :

    No answer description available for this question. Let us discuss.


Be The First To Comment