0.1 0.09 Wholly turbulent flow 0.08 0.05 0.04 0.07 0.06 0.03 0.05- 0.02 0.015 0.04 0.01 0.008 0.006 0.004 D 0.03- 0.025 0.002 0.02 9.001 0.0008 0.0006 0.0004 Laminar flow 0.015 Smooth 0.0002 0.0001...


0.1<br>0.09<br>Wholly turbulent flow<br>0.08<br>0.05<br>0.04<br>0.07<br>0.06<br>0.03<br>0.05-<br>0.02<br>0.015<br>0.04<br>0.01<br>0.008<br>0.006<br>0.004 D<br>0.03-<br>0.025<br>0.002<br>0.02<br>9.001<br>0.0008<br>0.0006<br>0.0004<br>Laminar<br>flow<br>0.015<br>Smooth<br>0.0002<br>0.0001<br>0.00005<br>Transition range<br>0.01-<br>0.009<br>0.008<br>0.00001<br>2(10)<br>6 8<br>2(10)<br>6 8<br>210)<br>468<br>2110)<br>2(10')<br>4.<br>4 6 8<br>4 6 8<br>10<br>10<br>10<br>10<br>10<br>Re eVD<br>-><br>

Extracted text: 0.1 0.09 Wholly turbulent flow 0.08 0.05 0.04 0.07 0.06 0.03 0.05- 0.02 0.015 0.04 0.01 0.008 0.006 0.004 D 0.03- 0.025 0.002 0.02 9.001 0.0008 0.0006 0.0004 Laminar flow 0.015 Smooth 0.0002 0.0001 0.00005 Transition range 0.01- 0.009 0.008 0.00001 2(10) 6 8 2(10) 6 8 210) 468 2110) 2(10') 4. 4 6 8 4 6 8 10 10 10 10 10 Re eVD ->
A fluid flows downward with the rate of Q=0.015 m/s in a smooth vertical<br>pipe with the length of l. (a) Find the diameter of the pipe if the pressure<br>drop (pi – p2) is zero. (Hint: Use Moody Chart with the initial guess of f=0.02.<br>Two iterations are enough) (b) If the pipe outflow hits a fixed vane as shown<br>in the figure, what would be the horizontal and vertical forces<br>(Fx, Fy) on the vane?<br>(p = 1000 kg/m3; u = 0.001 kg/m. s; a = 30 deg)<br>

Extracted text: A fluid flows downward with the rate of Q=0.015 m/s in a smooth vertical pipe with the length of l. (a) Find the diameter of the pipe if the pressure drop (pi – p2) is zero. (Hint: Use Moody Chart with the initial guess of f=0.02. Two iterations are enough) (b) If the pipe outflow hits a fixed vane as shown in the figure, what would be the horizontal and vertical forces (Fx, Fy) on the vane? (p = 1000 kg/m3; u = 0.001 kg/m. s; a = 30 deg)

Jun 11, 2022
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