GATE Civil Engineering (CE) 2020 Shift 1 Solved Paper

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A circular water tank of 2m diameter has a circular orifice of diameter 0.1m at the bottom. Water enters the tank steadily at a flow rate of 20 litre/s and escapes through the orifice. The coefficient of discharge of the orifice is 0.8. Consider the acceleration due to gravity as 9.81ms2 and neglect frictional losses. The height of the water level (in m, round off to two decimal places) in the tank at the steady state, is
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