Water flows steadily from an open tank into a pipe as shown in the figure. The elevation of the top of the tank is 15.0 m, and the elevation at the pipe is 3.80 m. The initial cross-sectional area of the pipe (at point 2) is 5.20×10-2 m^2; and at where the water is discharged from the pipe (at point 3), it is 1.50×10-2 m^2. 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 DeltaV that flows across the exit of the pipe in the time interval 5.90 s.