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

A) $${{\text{p}}_{\text{t}}} = \frac{{3{{\text{H}}^3}{\text{p}}}}{{2\pi {{\text{Z}}^5}}}$$ B) $${{\text{p}}_{\text{t}}} = \frac{{2{{\text{H}}^3}{\text{p}}}}{{3\pi {{\text{Z}}^5}}}$$ C) $${{\text{p}}_{\text{t}}} = \frac{{{\text{3}}{{\text{H}}^3}{\text{p}}}}{{2{{\text{Z}}^5}}}$$ D) $${{\text{p}}_{\text{t}}} = \frac{{{\text{2}}\pi {{\text{H}}^3}{\text{p}}}}{{3\pi {{\text{Z}}^5}}}$$ E) None of these

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Correct Answer: Option A

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Boussinesq s equation for ascertaining unit pressure at a depth on...

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

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