An oil with p-900 kg/m and v= 0.0002 m/s flows upward through an inclined pipe as shown in Fig. E6.4. The pressure and elevation are known at sections 1 and 2, 10 m apart. Assuming d=6 cm 10 m - 250,000 Pa 40 P= 350,000 Pa, z = 0 %3D steady laminar flow, (a) vetify that the flow is up, (b) compute h, between l and 2, and compute (c) Q. (d) V, and (e) Re Is the flow really laminar?
An oil with p-900 kg/m and v= 0.0002 m/s flows upward through an inclined pipe as shown in Fig. E6.4. The pressure and elevation are known at sections 1 and 2, 10 m apart. Assuming d=6 cm 10 m - 250,000 Pa 40 P= 350,000 Pa, z = 0 %3D steady laminar flow, (a) vetify that the flow is up, (b) compute h, between l and 2, and compute (c) Q. (d) V, and (e) Re Is the flow really laminar?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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