*5-92. Water flows into the pump at 600 gal/min and has a pressure of 4 psi. It exits the pump at 18 psi. Determine the power output of the pump. Neglect friction losses. Note that 1 ft³ = 7.48 gal. 0.75 ft (0.5 ft B

The T-junction has discharges Q1=0.3 m3/s, Q2=Q3=0.15 m3/s, and has diameter D1=0.45 m, D2=0.3 m, and D3=0.2 m. Determine the magnitude and direction if the upstream pressure is 1500 kN/m2

An engineer must design the support system to hold the pipe junction. Determine the reactions to design this system. The system into the discharges (15%) atmosphere. V2=7m/s 45° V1=16m/s 18 cm 4D1-> P=60 kPa 20 cm V3-33 m/s

Water flows into the horizontal bend fitting at A with a velocity of V = 4.2 m/s, and exits at B into the atmosphere as shown in (Figure 1). A 150 mm 200 mm 400 mm y 30° B Determine the r-component of force at C needed to hold the fitting in place. Determine the y-component of force at C needed to hold the fitting in place. Determine the moment at C needed to hold the fitting in place.