Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A large tank feeds a straight pipe that delivers water to a turbine, and then exits to atmosphere, as shown in Figure P8.50. The friction factor f = 0.01, the length L = 100 m, the diameter of the pipe D = 0.1 m, the loss coefficients K1 = K2 = 1, the water density ρ = 1000 kg/m3 , the water viscosity µ = 15 × 10−3 N.s/m2 , the bulk velocity in the pipe V = 2 m/s, and the turbine develops 500 W.
(a) Do you expect the flow in the pipe to be turbulent or laminar?
(b) Find the height H.
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- Figure P8.19 shows a pipeline through which water flows at a rate of 0.06 m3/s. The pipe is 3000 m long, it has a diameter of 120 mm, and it is straight. If the friction factor for the pipe is 0.03 and the loss coefficient for the pipe entrance is 1.0, calculate H, the depth of the reservoir, given that the pipe exits to atmosphere.arrow_forwardWhat flows through a 0.305m vertical pipe downwards at a rate of 1.70 x 10^(-4) m^3/s exiting into the atmosphere. the pipes diameter remains constant at 0.013m. The velocity at the exit of the pipe was measured to be 1.28 m/s. Determine the pressure at the top of the pipe.arrow_forward3Q. At normal atmospheric conditions, approximately what pressure in MPa must be applied to water to reduce its volume by 3%? (Take Ey= 320,000 psi at normal atmospheric conditions)arrow_forward
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