Water enters the horizontal, circular cross-sectional, sudden contraction nozzle sketched in the figure below at section...
Water enters the horizontal, circular cross-sectional, sudden contraction nozzle sketched in Fig. P5.42 at section (1) with a uniformly distributed velocity of 20 ft/s and a pressure of 67 psi. The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity is 80 ft/s. Determine the axial component of the anchoring force required to hold the contraction in place (positive if directed to the right, negative otherwise). Fa=_________lb
4. (10 points] Waterenter the horizontal, circular cross-sectional, sudden-contraction nozzle sketched below at section (1) with a uniformly distributed velocity of 30 ft/s and a pressure of 80 nsi.The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity is 100 ft/s. Determine the axial component of the anchoring force required to hold the contraction in place. Section (2) P2= 0 psi D1 3 in. Pi 80 psi V1 = 30 ft/s ー-スー. 100...
Need help with problem 5.26, help me understand, please explain in detail and write clearly. thanks in advance. 5.24 Water enters the horizontal, circular cross-sectional, sudden- contraction nozzle sketched in Fig. P5.24 at section (1) with a uniformly distributed velocity of 7.5 m/s and a pressure of 500 kPa. The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity is 30 m/s. Determine the axial component of the anchoring force required to hold...
5.26 A nozzle is attached to a vertical pipe and discharges water into the atmosphere as shown in Fig. P5.26. When the discharge is 0.1 m/s, the gage pressure at the flange is 40 kPa. Determine the vertical component of the anchoring force required to hold the nozzle in place. The nozzle has a weight of 200 N, and the volume of water in the nozzle is 0.012 mº. Is the anchoring force directed upward or downward? 300 Area =...
Problem 6.123 As shown in the figure below, water behind a dam enters an intake pipe at a pressure of 24 psia and velocity of 5 ft/s, flows through a hydraulic turbine-generator, and exits at a point 21 = 140ft below the intake at 19 psia, 45 ft/s, and a specific volume of 0.01602 ft/lb. The diameter of the exit pipe is 5 ft and the local acceleration of gravity is 32.2 ft/s2. Water Dam P1 = 24 psia Vi...