Water flows steadily from an open tank as shown in the figure. (Figure 1)The elevation of point 1 is 10.0 mm , and the elevation of points 2 and 3 is 2.00 mm . The cross-sectional area at point 2 is 4.80×10−2 m2m2 ; at point 3, where the water is discharged, it is 1.60×10−2 m2m2 . The cross-sectional area of the tank is very large compared with the cross-sectional area of the pipe. Assuming that Bernoulli's equation applies, compute the volume of water ΔVΔV that flows across the exit of the pipe in 1.00 ss . In other words, find the discharge rate ΔV/ΔtΔV/Δt.

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Water flows steadily from an open tank as shown in the figure. (Figure 1)The elevation of point 1 is 10.0 mm , and the elevation of points 2 and 3 is 2.00 mm . The cross-sectional area at point 2 is 4.80×10−2 m2m2 ; at point 3, where the water is discharged, it is 1.60×10−2 m2m2 . The cross-sectional area of the tank is very large compared with the cross-sectional area of the pipe.

Assuming that Bernoulli's equation applies, compute the volume of water ΔVΔV that flows across the exit of the pipe in 1.00 ss . In other words, find the discharge rate ΔV/ΔtΔV/Δt.

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