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A trough is 7 meters long. 1.5 meters wide and 5 meters deep. The vertical cross-section of the trough parallel to an end is

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A trough is 7 meter long. 1.5 meters wide. and 5 meters deep.

Take the slice of water of thickness 2

کرلی له کله WL

15 LI 커

tan \frac{\theta }{2}=\frac{1.5/2}{5}=\frac{L/2}{x}

L=\frac{1.5/x}{5}\Rightarrow 0.3x

Area\, of\, sllice = (L) (7) = 7L = 7(0.3x) = 2.1x

Volume\, of\, sllice \Delta v= area.\Delta x\Rightarrow 2.1x\times \Delta x(m^{3})

Mass\, density \, of\, water \, \rho =1000kg/m^{3}

Mass\, \, of\, water \,slice \Delta m=\rho \Delta v\Rightarrow 2100x\Delta x

Weight\, \, of\, water \,slice \Delta w= \Delta m\times g\Rightarrow 2100g\Delta x

Work done to pumpout the water slice (for pumpout slice to ) lifted "5-x" height.

\Delta w= \Delta m\times height\Rightarrow\left [ 2100g\, x\Delta x \right ]\left [ 5-x \right ]

= 2100g\, (5x-x^{2})\Delta x

Total work done for pumpout whole water

W=\int_{0}^5{}2100 g(5x-x^{2})dx

W=2100 g\int_{0}^{5}(5x-x^{2})dx\Rightarrow 2100g\left ( \frac{5x^{2}}{2}-\frac{x^{3}}{3} \right )^{5}_{0}

W=2100 g \left ( \frac{5^{3}}{2}-\frac{5^{3}}{3} \right )\Rightarrow 2100g\left ( \frac{5^{3}}{6} \right )

W=700 g \left ( \frac{125}{2} \right )\Rightarrow 700(9.8)(62.5)joulesW=428750\, \, joules

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