The downward flowing water is redirected horizontally and sprayed radiallyoutward over a circular sector of angle 23 and thickness h. The jet sheet is inthe horizontal plane. Given: flowrate Q = 0.02 m³/s, density p = 1000 kg/m³,D = 40mm, R = 150mm, h = 8mm, and 3 = 60°. Assume uniform velocitymagnitude at the exit. Determine the r- and y- components of the anchoring forcerequired to hold the nozzle in place.yRDBRFigure 3: Problem 4, A sketch (not-to-scale)Equations used must be labeled appropriately: conservationof mass, principle of linear momentum, principle of angularmomentum, or first law of thermodynamics.Control volumes must be drown and clearly defined.List all assumptions.

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Answered: The downward flowing water is…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

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Problem Consider a cylindrical pipe of length L and diameter D = 2R. The angle that the axis of the pipe forms with the vertical direction is a. Assume that when the fluid enters the pipe its velocity is uniform (i.e., it has the same value over the entire cross-section of the pipe) and equal to U in the axial direction. In the radial and angular directions, the velocity is zero. So, it is: 2 =0: v(r, 0, 2) = Ue, (1.1) Here v is the fluid velocity and e, is a vector of unit magnitude parallel to the coordinate axis z; furthermore, we have assumed that the pipe inlet is located at z = 0. Near the entrance of the pipe, the velocity profile varies in the axial direction. But after a certain entrance length, the profile becomes fully developed, no longer changing with z. The evolution of the velocity profile is sketched in Fig. 1, where, for clarity, the pipe inclination is not shown. The entrance length is denoted by L.. For z > L., the fluid velocity is no longer a function of the axial…
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4. Water (at 10°C) flows through this nozzle at a rate of Q = +0.3) m³/s and discharges into the atmosphere. D₁ = 65 cm, and D₂= 22.5 cm. Determine the force required at the flange to hold the nozzle in place. Assume irrotational now. Neglect gravitational forces. →D₁ ([LSSID] 106 D₂ LSSJD=27582
Question Water enters the horizontal circular nozzle with the inlet diameter of 5 in. At the inlet section, fluid has uniformly distributed velocity of 20 ft/s and pressure of 85 psi. The water exits from the nozzle into the atmosphere at the outlet section where the uniformly distributed velocity is 100 ft/s. Determine the axial component of the anchoring force required to hold the contraction in place. Answer The axial component of the anchoring force required to hold the contraction in place is lbf.
The pump shown in the figure below produces a steady flow of 12 gal/s through the nozzle. Determine the nozzle exit diameter, D2, if the exit velocity is to be V₂ = 109 ft/s. D₂ = Pump i Section (1) Section (2) V₂ in
The water jet exiting from a stationary tank through a circular opening of diameter 300 mm impinges on a rigid wall as shown in the figure. Neglect all minor losses and assume the water level in the tank to remain constant. The net horizontal force experienced by the wall is ---- kN. Density of water is 1000 kg/m³. Acceleration due to gravity g = 10 m/s?. Stationary rigid wall 6.2 m Jet Circular opening of diameter 300 mm
A lawn sprinkler can be used as a simple turbine. As shownin Fig. , flow enters normal to the paper in the centerand splits evenly into Q/2 and Vrel leaving each nozzle. Thearms rotate at angular velocity ω and do work on a shaft.Draw the velocity diagram for this turbine. Neglecting friction,find an expression for the power delivered to the shaft.Find the rotation rate for which the power is a maximum.
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| The cross-sectional area is 25 square centimeter of water jet under the velocity of 35 meter per second and strikes tangentially a curved plate. The curvature angle of plate at the outlet is 120° with the x-axis. Find the force exerted by the get on the plate in the direction motion. Solve the problem, when the case of the plate is stationary and plate is moving in the direction of jet with the velocity of 15 meter per second.
Q3. A free jet of water with an initial diameter of 2 in strikes the vane as shown in the figure below. Given that = 30 °. and V₁ = 100 ft/s. Owing to the friction losses, assume V₂ = 95 ft/s. Flows occurs in a horizontal plane. Find the resultant force on the blade. V₁ CV Fy F

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