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Discussion :: Waste Water Engineering

  1.  

    Boussinesq's equation for ascertaining unit pressure at a depth H on sewers due to traffic loads, is

  2. A.

    Pt = \(\frac { 3 H^3P } { 2 nZ^5} \)

    B.

    Pt = \(\frac { 2 H^3P } { 3 nZ^5} \)

    C.

    Pt = \(\frac { 3 H^3P } { 2 Z^5} \)

    D.

    Pt = \(\frac { 2 nH^3P } { 3 Z^5} \)

    E.

    none of these.

    Answer : Option A

    Explanation :

    No answer description available for this question.


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