Controlling Transient Flow in Pipeline Systems by Desurging Tank with Automatic Air Control
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Controlling Transient Flow in Pipeline Systems by Desurging Tank with Automatic Air Control

Authors: I. Abuiziah, A. Oulhaj, K. Sebari, D. Ouazar

Abstract:

Desurging tank with automatic air control “DTAAC” is a water hammer protection device, operates either an open or closed surge tank according to the water level inside the surge tank, with the volume of air trapped in the filling phase, this protection device has the advantages of its easy maintenance, and does not need to run any external energy source (air compressor). A computer program has been developed based on the characteristic method to simulate flow transient phenomena in pressurized water pipeline systems, it provides the influence of using the protection devices to control the adverse effects due to excessive and low pressure occurring in this phenomena. The developed model applied to a simple main water pipeline system: pump combined with DTAAC connected to a reservoir.  The results obtained provide that the model is an efficient tool for water hammer analysis. Moreover; using the DTAAC reduces the unfavorable effects of the transients.

Keywords: DTAAC, Flow transient, Numerical model, Pipeline system, Protection devices.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1090462

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References:


[1] M. H. Chaudhry, Applied hydraulic transient, Second edition Ed., Van Nostrand Reinhold Company Inc, New York, 1987.
[2] M. S. Ghidaoui, M. Zhao, D. A. Mcinnis and Axworthy, D. "A review of water hammer theory and practice "ASME, 58(1), 49-76, 2005.
[3] B. E. Larock, R. W. Jeppson and G. Z. Watters, Hydraulics of pipeline systems, one Ed., CRC Press LLC, Unites States of America, 2000.
[4] V. L. Streeter and E. B. Wylie, "Waterhammer and surge control." Annual review fluid mechanics, 1974:6, 57-73, 1973.
[5] E. B. Wylie and V. L. Streeter, Fluid transients Corrected edition Ed., Thomson-Shore, Dexter, MI, United States of America, 1983.
[6] P. F. Boulos, B. W. Karney, D. J. Wood and S. Lingireddy, "Hydraulic transient guidelines for protecting water distribution systems."J. Am. Water Works Assoc., 97(5), 111–124, 2005.
[7] J .A. Fox, Hydraulic analysis and unsteady flow in pipe networks, MacMillan Press, 1977.
[8] B. S. Jung, B. W. Karney, P. F. Boulos and D. J. Wood, "The need for comprehensive transient analysis of distribution systems."American Water Works Association (AWWA), 99:1, 112-123, 2007.
[9] B. S. Jung and B. W. Karney, "Systematic Surge Protection for Worst Case Transient Loadings in Water Distribution Systems."Journal of hydraulic engineering © ASCE, 135(3), 218-223, 2009.
[10] A. R. D. Thorley, Fluid transients in pipeline systems, Second edition Ed., Data Standard Ltd. Frome, Somerset, London, 2004.
[11] G.Z. Watters, Analysis and control of unsteady flow in pipelines. 2nd Edition, Butterworths, Boston,1984.
[12] D. J. Wood, S. Lingireddy, B. W. Karney, P. F. Boulos, and D. L. Mcpherson, "Numerical methods for modeling transient flow."American Water Works Association (AWWA), 97:7, 104-114, 2005.
[13] J. A. Twyman, Decoupled Hybrid methods for unsteady flow analysis in pipe netwoks, Lo Arcaya, Santiago de Chile, 2004.
[14] S. H. Aljanabi, "Numerical modeling of transient flow in long oil pipeline system."Engineering & Technology, 28:16, 5346-5357, 2010.
[15] K. A. Naik, , P. Sriknath and A. K. Chandel, "Stability enhancement of surge tank fed hydro power plant using PID-derevativecontroller "International Journal of Contemporary Research in Engg. And Tech., 1:1, 87-95, 2011.
[16] A. Oulhaj, Ecoulements transitoires dans les conduites en charge, Institute of Agronomy and Veterinary Hassan II, Rabat, Morocco, 1998.
[17] J. P. Tullis, Hydraulic of pipelines: pumps, valves, cavitation, transients, one Ed., John Wiley & Sons, Inc., New York, 1989.