Chapt06

One remedy is to vary the hole size along the pipe

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Unformatted text preview: and 1800 r/min $300 $200 per inch of pipe size $50 plus $50 per inch of pipe size $1 per inch of diameter per foot of length 10¢ per kilowatthour Your design task is to select an economical pipe size and pump impeller size and speed for this task, using the pumptest data in nondimensional form (see Prob. 5.61) as design data. Write a brief report (5 to 6 pages) showing your calculations and graphs. References J. O. Hinze, Turbulence, 2d ed., McGraw-Hill, New York, 1975. 2. H. Schlichting, Boundary Layer Theory, 7th ed., McGrawHill, New York, 1979. 3. F. M. White, Viscous Fluid Flow, 2d ed., McGraw-Hill, New York, 1991. 4. O. Reynolds, “An Experimental Investigation of the Circumstances which Determine Whether the Motion of Water Shall Be Direct or Sinuous and of the Law of Resistance in Parallel Channels,” Phil. Trans. R. Soc., vol. 174, 1883, pp. 935 – 982. 5. P. G. Drazin and W. H. Reid, Hydrodynamic Stability, Cambridge University Press, London, 1981. | v v 1. | e-Text Main Menu | 6. H. Rouse and S. Ince, History...
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This note was uploaded on 10/27/2009 for the course MAE 101a taught by Professor Sakar during the Spring '08 term at UCSD.

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