Water is flows through a nozzle at a rate of 18 ft/s (Q) and discharge into...
Water at 60 °F flows through the elbow as shown below and is then injected to the atmosphere through a nozzle (on a horizontal plane). The pipe diameter is Di = 4 in. while the diameter of the exit of the nozzle is D2 = 1 in. At a flow rate of Q = 245 gpm, the gage pressure at the section (1) where the flange locates is Pi = 34 psig. Neglect the weight of the water and elbow,...
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 =...
A nozzle is use to connect two pipes. When the discharge is 0.1 m/s, the gage pressure at the flange A is 40 kPa, and at B is 5 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 m. Is the anchoring force upward or downward? Area = 0.01 m Nozzle - p = 40...
A water spray system discharge water to the atmosphere. Water is released to the atmosphere by two identical nozzles at the same velocity. The pipe diameter is 6 inch and the nozzle diameter are 3 inches. If the vertical reaction force on the flange is 14 kN in magnitude pointing down, determine the velocity V1 within the pipe in m/s. Neglect gravitational force and inlet pressure is P1=250kPa gage. 3400 4000 Sprag Head Nozzle Norrte flanse I TK Ville I...
Water flows through the nozzle below and exits with a velocity of 60 ft/s. The flow area is 0.3 ft2 at the flange and 0.1 ft2 at the exit. Find the total force in the bolts at the flange. (assume inviscid flow and Pa14.7 psia atmospheric pressure) 2. (assume inviscid flow and P atmospheric pressure) C.V. V. P2 Pa
3. (20 pts) The curved nozzle shown carries fresh water at 20 °C and is installed vertically (the picture is a side view) with the jet exiting to the atmosphere at an angle of 30-degrees from horizontal The nozzle's weight is 30 N and from the flange connection to the exit it has an internal volume of 0.004 m. Determine the x- and 2- components of the anchoring force needed at the flange connection. V = 2 m/s Flange connection...
Water enters the horizontal, circular cross-sectional, sudden contraction nozzle sketched in the figure below at section (1) with a uniformly V2 of 20 ft/s and a pressure P1 of 58 psi. The water exits from the nozzle into the atmosphere at section (2) where the uniformly distributed velocity V2 is 80 ft/s. Determine the magnitude of the axial component of the anchoring force required to hold the contraction in place. Assume P2 -Opsi, D, -4 in. Section (2) P2 Section...
Determine the anchoring force required to hold in place the conical nozzle attached to the end of the laboratory sink faucet shown in the figure below when the water flowrate is 11 gal/min. The nozzle weight is 0.2 lb. The nozzle inlet and exit inside diameters are 0.6 and 0.2 in., respectively. The nozzle axis is vertical and the axial distance between sections (1) and (2) is 1.2 in. The pressure at section (1) is 68 psi. Di= 0.6 in....
Water flows through a 180 degree reducing bend, as shown. The discharge is 0.25 mA3/s, and the pressure at the center of the inlet section is 150 kPa gage. If the bend volume is 0.10 mA3, and it is assumed that the Bernoulli equation is valid, what force is required to hold the bend in place? The metal in the bend weighs 500 N. 30 cm - 10 cm 15 cm
Air flows into the atmosphere from a nozzle and strikes a vertical plate as shown in below figure. The reading on the pressure gage was 1.82 kPa. Determine the horizontal force required to hold the plate in place. Assume the flow to be incompressible and frictionless. Also consider the density of air is 1.23 kg/m² and neglect the air weight. P-1.82 kPa F-IN A-0.003 m A-0.01 m