Applied Fluid Mechanics (7th Edition)
7th Edition
ISBN: 9780132558921
Author: Robert L. Mott, Joseph A. Untener
Publisher: PEARSON
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Chapter 16, Problem 16.10PP
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Chapter 16 Solutions
Applied Fluid Mechanics (7th Edition)
Ch. 16 - Calculate the force required to hold a flat plate...Ch. 16 - What must be the velocity of flow of water from a...Ch. 16 - Calculate the force exerted on a stationary curved...Ch. 16 - A highway sign is being designed to withstand...Ch. 16 - Compute the forces in the vertical and horizontal...Ch. 16 - Figure 16.13 O shows a free stream of water at 180...Ch. 16 - Compute the horizontal and vertical forces exerted...Ch. 16 - In a plant where hemispherical cup-shaped parts...Ch. 16 - A stream of non-flammable oil (sg 5 0.90) is...Ch. 16 - A 2 -in-diameter stream of water having a velocity...
Ch. 16 - Figure 16.17 O represents a type of flowmeter in...Ch. 16 - Water is piped vertically from below a boat and...Ch. 16 - A 2 -in nozzle is attached to a hose with an...Ch. 16 - Seawater (sg 5 1.03) enters a heat exchanger...Ch. 16 - A reducer connects a standard 6 -in Schedule...Ch. 16 - Calculate the force on a elbow attached to an in...Ch. 16 - Calculate the force required to hold a 90 elbow in...Ch. 16 - Calculate the force required to hold a 180 close...Ch. 16 - A bend in a tube causes the flow to turn through...Ch. 16 - A vehicle is to be propelled by a jet of water...Ch. 16 - A part of an inspection system in a packaging...Ch. 16 - Shown in Fig. 16.20 is a small decorative wheel...Ch. 16 - For the wheel described in Problem 16.22. compute...Ch. 16 - A set of louvers deflects a stream of warm air...Ch. 16 - Prob. 16.25PPCh. 16 - Prob. 16.26PPCh. 16 - Figure 16.22 shows a device for clearing debris...Ch. 16 - Prob. 16.28PPCh. 16 - Figure 16.23 is a sketch of a turbine in which the...Ch. 16 - Repeat Problem 16.29 with the blade rotating as a...Ch. 16 - Repeat Problem 16.29, except with the blade...
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- 4.118 A vertical jet of water impinges on a horizontal disk as shown. The disk assembly mass is 30 kg. When the disk is 3 m above the nozzle exit, it is moving upward at U = 5 m/s. Compute the vertical acceleration of the disk at this instant. U = 5 m/s -M = 30 kg (2) CS moving at speed U h = 3 m -A = 0.005 m2 V = 15 m/s 75arrow_forwardIs this answer correct?arrow_forward(Moment-of-momentum) A lawn sprinkler is constructed from pipe with 0.226-in. inside diameter as indicated in the figure below. Each arm is 5.54 in. in length. Water flows through the sprinkler at the rate of 1.45 lb/s. A force of 3.43 lb positioned halfway along one arm holds the sprinkler stationary. Compute the angle, 0, which the exiting water stream makes with the tangential direction. The flow leaves the nozzles in the horizontal plane. -D 11.1 in. 8 A -Nozzle exit diameter = 0.226 in. 2.77 in. 3.43 lb i degarrow_forward
- Q.1). The figure below shows a smooth curved vane attached to a rigid foundation. The jet of water, with 49 mm diameter, strike the vane with a velocity of 25m/s. calculate the vertical and horizontal components of the force exerted on the vane and indicate in which direction these components act. 45⁰ 25°arrow_forwardSolve the following problems. 1. A pipe bends through an angle of 90° in the vertical plane. At the inlet it has a cross- sectional area of 0.003 m and a gauge pressure of 500 KPa. At exit it has an area of 0.001 m2 and a gauge pressure of 200 KPa. Calculate the vertical and horizontal forces due to the pressure only. 2. Calculate the momentum force on a 180° bend that carries 5 kg/s of water. The pipe is 500 mm bore diameter throughout. The density is 1000 kg/m2.arrow_forwardNonearrow_forward
- 4. Bernoulli I. At the output of a water treatment plant, water of density p flows at speed v through a pipe of radius 2r. Further along the pipe, it goes down a hill of height 10r, and then constricts to a radius r before emptying into a holding tank. What is the difference in pressure between the water near the plant and the water near the tank?arrow_forwardWater at a pressure of 300 kN/m flows through a horizontal pipe of 120 mm diameter with a velocity of 3 m/s. If the diameter of the pipe gradually reduces to 65 mm, what is the axial force on the pipe assuming no loss of energy.arrow_forwardTwo geometrically similar pumps are running at the same speed of 1000 rpms One pump has impoller diameter of 300 mm and lift water at the rate of 0.02 m3 against a head of 15 m Determine the head and impeller diameter of the other pump to deliver half the discharge.arrow_forward
- Calculate the force exerted on a stationary curved vane that deflects a 1-in-diameter stream of water through a 90o angle. The volume flow rate is 150 gal/min. (the density of water is ρ = 1.94 slugs/ft3 or 1.94 lbˑs2/ft4. Also, 1 ft3/s = 449 gal/min)arrow_forward4 mm drill holes in the large water tank causing water to flow out of the tank into a single propeller with arc angle = 180 degrees as shown in Fig. Assuming no friction is involved, calculate 1) The velocity of the water flowing out of the borehole (V) 2) If a single propeller is attached to the ground (U=0), what is the force against the propeller? 3) If a single propeller moves to the right with a speed U=2 m/s, what is the force on the impeller? 4) Find the power generated by the impact of the water in the case of a single propeller moving at a speed U=2 m. /sarrow_forward4. A stream of water 75 mm in diameter discharges into the atmosphere at a velocity 24.4 m/s. Find the power in the jet using the datum plane through the center of the jet.arrow_forward
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