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GATE 2020 CE (CE1) – Question 61

Hydraulics · Forces on immersed bodies, flow measurement in channels and pipes · 2 marks · Numerical answer

A 2 m diameter circular tank has a 0.1 m diameter bottom orifice with discharge coefficient 0.8. Inflow is steady at 20 L/s. Take g = 9.81 m/s² and neglect frictional losses. Find steady water depth (m), to two decimals.

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Correct answer: .5 to .54

Explanation

At steady state $Q=C_dA_o\sqrt{2gh}$. Thus $h=[0.020/(0.8\pi0.1^2/4)]^2/(2\cdot9.81)=0.5164$ m. Rounded, **0.52 m**.