Z Water with the density of 1000 kg/m and dynamic viscosity of 1003-10-6 kg/ms is flowing...
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Z Water with the density of 1000 kg/m and dynamic viscosity of 1003-10-6 kg/ms is flowing in a narrow pipe (d = 5 mm). The average flow velocity is 0.4 m/s. () (a) Calculate the Reynolds number. (1 point) (b) Is the flow turbulent or laminar? (1 point) (c) As indicated in the figure, the velocity profile is u = Umaxsin () (1) where Umax = 2Uaverage and d = d/2. Calculate the shear stress 7. Bear in mind (or check the first exercises and lectures) that du dy T=H= Hence, you must derive equation 1 with respect to y and calculate the shear stress at the wall surface (y=0). (3 points) (d) To which direction is the shear stress? (1 point) Z Water with the density of 1000 kg/m and dynamic viscosity of 1003-10-6 kg/ms is flowing in a narrow pipe (d = 5 mm). The average flow velocity is 0.4 m/s. () (a) Calculate the Reynolds number. (1 point) (b) Is the flow turbulent or laminar? (1 point) (c) As indicated in the figure, the velocity profile is u = Umaxsin () (1) where Umax = 2Uaverage and d = d/2. Calculate the shear stress 7. Bear in mind (or check the first exercises and lectures) that du dy T=H= Hence, you must derive equation 1 with respect to y and calculate the shear stress at the wall surface (y=0). (3 points) (d) To which direction is the shear stress? (1 point)
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This is a fluid mechanics problem that involves determining the nature of fluid flow and calculating quantities such as the Reynolds number and shear ... View the full answer
Related Book For
Fundamentals Of Hydraulic Engineering Systems
ISBN: 978-0136016380
4th Edition
Authors: Robert J. Houghtalen, A. Osman H. Akan, Ned H. C. Hwang
Posted Date:
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