Flow Of Fluids Through Valves, Fittings, And Pipe Tp-410

® flniNGS , A~O , IPE CRANE j CRANE.I 1 CRANEJ Through Valves, Fittings and Pipe Technical Paper No. 41 O By the Engineering Department ©201 O - Grane Go. All rights reserved. This publication is fully protected by copyright and nothing that appears in it may be reproduced, either wholly or in part, without permission. GRANE Go. specifically excludes warranties, express or implied as to the accuracy of the data and other information set forth in this publication and does not assume liability for any losses or damage resulting from the use of the materials or other application of the data discussed in this publication or in the referenced website, including, but not limited to the calculators on www.flowoffluids.com. CRANECo. 100 First Stamford Place Stamford, Gonnecticut 06902 Tel: +1-203-363-7300 www.craneco.com Technical Paper No. 410 PRINTED IN U.S.A. Reprinted 10/10 ISBN 1-40052-712-0 FH-GR-TB-EN-L 13-00-1010 1 CRANE.I Bibliography 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. ¡¡ Hardee, R. T. (2008). Piping System Fundamentals: The Complete Guide to Gaining a C/ear Picture ofYour Piping System . Lacey, WA: Engineered Software lnc. Moody, L. F. (1944, November). Friction Factors for Pipe Flow. Transactions of the American Society of Mechanical Engineers, 66, 671-678. Verma, M. P., "Moody Chart: An ActiveX Componen! to Calculate Frictional Factor for Fluid Flow in Pipelines." Stanford Geothermal Workshop, Stanford University, January 28-30, 2008. National Fire Protection Association (2006). NFPA 15 Standard for Water Spray fixed Systems for Fire Protection. Quincy, MA: National Fire Protection Association. Colebrook, C. F. & White, C.M. (1937) . The Reduction of Carrying Capacity of Pipes with Age. J. lnst. Civil Eng. London, (10) . Lamont, P. A. (1981 ). Common Pipe Flow Compared with the Theory of Roughness. Journal American Water Works Association. 59(5), 274. Walski, T., Sharp, W. & Shields, F. (1988), Predicting Interna! Roughness in Water Mains. Miscellaneous Paper EL-88-2, US Army Engineer Waterways Experiment Station: Vicksburg, MS. Bhave, P. & Gupta, R. (2007), 7\nalysis of Water Distribution Networks'; Alpha Science lnternational Ud. Hodge, B. K. and Koenig, K. (1995). Compressible Fluid Dynamics With Personal Computer Applications. Englewood Cliffs, NJ: Prentice Hall. Green, D.W. and Perry, R. H. (2008). Perry's Chemical Engineers' Handbook 8'" Edition . New York: McGraw-Hill. "Steady Flow in Gas Pipelines"; lnstitute of Gas Technology Report No. 10, American Gas Association , NewYork, 1965. Coelho, P.M. and Pinho, C. (2007). Considerations About Equations for Steady State Flow in Natural Gas Pipelines. Journal of the Brazilian Society of Mechanical Sciences & Engineering , 29(3), 262-273. Lyons, W. C. and Plisga, G. J. (2005). Standard Handbook of Petroleum and Natural Gas Engineering 2"• Edition . Burlington, MA; Oxford, UK: Gulf Professional Publishing. Mohitpour, M., Golshan, H. and Murray, A. (2003). Pipeline Design & Construction: A Practica! Approach 2"d Edition. New York: ASME Press. Shapiro, A. H. (1953). The Dynamics and Thermodynamics of Compressible Fluid Flow. John Wiley & Sons. Corp, C. l. and Ruble R. O. (1922). Loss of Head in Valves and Pipes of One-Half to Twelve lnches Diameter. University of Wisconsin Experimental Station Bulletin , 9(1). Pigott, R.J.S