Technical Notes
Jul 26, 2012

Estimation of Critical Velocity for Slurry Transport through Pipeline Using Adaptive Neuro-Fuzzy Interference System and Gene-Expression Programming

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Publication: Journal of Pipeline Systems Engineering and Practice
Volume 4, Issue 2

Abstract

One of the important trends of development of hydromechanization in hydraulic engineering is the transport of solids in the form of slurries. Slurry is a thick suspension of solids in a liquid. Clogging of the pipeline carrying slurry will not occur if the velocity of the slurry is more than some critical value. Critical flow velocity, which is the minimum velocity to maintain all solid particles in a suspension condition, is the important design parameter in slurry transport through pipelines. Gene-expression programming (GEP) and adaptive neuro-fuzzy inference system (ANFIS) models are developed in this study for the estimation of critical velocity. The estimated critical velocity by GEP and ANFIS models are compared with existing empirical equations and it is found that the ANFIS model produces better results compared with GEP and other existing equations.

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Acknowledgments

The authors are grateful to Dam Engineering Publishers for giving permission to print Table 1 in both print and online and part of the introduction.

References

Abulnaga, B. E. (2002). Slurry system hand book, McGraw-Hill, New York.
Avci, I. (1981). “Experimentally determination of critical flow velocity in sediment carrying pipeline systems.” Technical Rep., Technical Univ., Istanbul, Turkey.
Azamathulla, H. Md., and Ab Ghani, A. (2010). “Genetic programming to predict river pipeline scour.” J. Pipeline Syst. Eng. Pract., 1(3), 127–132.
Azamathulla, H. Md., Ab Ghani, A., Zakaria, N. A., and Guven, A. (2010). “Genetic programming to predict bridge pier scour.” J. Hydraul. Eng., 136(3), 165–169.
Babcock, H. A. (1971). “Heterogeneous flow of heterogeneous solids.” Advances in solid-liquid flow in pipes and applications, I. Zandin, ed., Pergamon, New York, 125–148.
Bain, A. G., and Bonnington, S. T. (1970). The hydraulic transport of solids by pipelines, Pergamon, New York, 19–23.
Baylar, A., Unsal, M., and Ozkan, F. (2011). “GEP modeling of oxygen transfer efficiency prediction in aeration cascades.” KSCE J. Civ. Eng., 15(5), 799–804.
Davies, J. T. (1987). “Calculation of critical velocity to maintain solids in suspension in horizontal pipes.” Chem. Eng. Sci., 42(7), 1667–1670.
Durand, R. (1952). “The hydraulic transportation of coal and other materials in pipes.” College of National Coal Board, London.
Durand, R. (1953). “Basic relationships of the transportation of solids in pipes—Experimental research.” Proc., Minnesota Int. Hydraulics Convention, International Association for Hydraulic Research (IAHR), Madrid, Spain, 89–103.
Ferreira, C. (2001). “Gene expression programming: A new adaptive algorithm for solving problems.” Complex Syst., 13(2), 87–129.
Ferreira, C. (2006). Gene-expression programming; mathematical modeling by an artificial intelligence, Springer, Berlin.
Gogus, M., and Kokpinar, M. A. (1993). “Determination of critical flow velocity in slurry transporting pipeline systems.” Proc., 12th Int. Conf on Slurry Handling and Pipeline Transport, British Hydraulic Research Group, Bedfordshire, UK, 743–757.
Graf, W. H., Robinson, M. P., and Yucel, O. (1970). “Critical velocity for solid-liquid mixtures.” The Lehigh Experiments, Lehigh Univ., Bethlehem, PA.
Guven, A., and Aytek, A. (2009). “A new approach for stage-discharge relationship: Gene-expression programming.” J. Hydrol. Eng., 14(8), 812–820.
Guven, A., and Gunal, M. (2008). “A genetic programming approach for prediction of local scour downstream hydraulic structures.” J. Irrig. Drain. Eng., 134(2), 241–249.
Guven, A., and Talu, N. E. (2010). “Gene-expression programming for estimating suspended sediment in Middle Euphrates Basin, Turkey.” CLEAN: Soil, Air, Water, 38(12), 1159–1168.
Hepy, F. M., Ahmad, Z., and Kansal, M. L. (2008). “Critical velocity for slurry transport through pipeline.” Dam Eng., XIX(3), 169–184.
Jang, J. S. R. (1993). “ANFIS: Adaptive-network-based fuzzy inference system.” IEEE Trans. Syst. Man Cybern., 23(3), 665–685.
Jang, J. S. R., and Sun, C. T. (1995). “Neuro-fuzzy modelling and control.” Proc. IEEE, 83(3), 378–406.
Kokpinar, M. A., and Gogus, M. (2001). “Critical velocity in slurry transporting horizontal pipelines.” J. Hydraul. Eng., 127(9), 763–771.
Koza, J. R. (1999). Genetic programming: On the programming of computers by means of natural selection, The MIT Press, Cambridge, MA.
Larsen, I. (1968). “Discussion of ‘Heterogeneous flow of solids in pipelines’ by I. Zandi and G. Gavatos.” Proc. ASCE, 94(1), 332–333.
Oroskar, A. R., and Turian, R. M. (1980). “The critical velocity in pipelines flow of slurries.” AIChE J., 26(4), 550–558.
Riahi-Madvar, H., Ayyoubzadeh, S. A., Khadangi, E., and Ebadzadeh, M. M. (2009). “An expert system for predicting longitudinal dispersion coefficient in natural streams by using ANFIS.” Expert Syst. Appl., 36(4), 8589–8596.
Robinson, M. P., and Graf, W. H. (1972). “Pipelining of low concentration sand-water mixtures.” J. Hydraul. Div., 98(7), 1221–1241.
Schiller, R. E., and Herbich, J. B. (1991). “Sediment transport in pipes.” Handbook of dredging, J. B. Herbich, ed., McGraw-Hill, New York.
Sinclair, C. G. (1962). “The limit deposit-velocity of heterogeneous suspensions.” Proc., 3rd Congress of the European Federation of Chemical Engineering, Institute of Chemical Engineering, London, A68–A76.
Swamee, P. K., and Ojha, C. S. P. (1991). “Drag coefficient and fall velocity of nonspherical particles.” J. Hydraul. Eng., 117(5), 660–667.
Turian, R. M., Hsu, F. L., and Ma, T. W. (1987). “Estimation of the critical velocity in pipeline flow of slurry.” Powder Technol., 51(1), 35–47.
Wasp, E. J., Kenny, J. P., and Gandhi, R. L. (1977). Solid-liquid flow slurry pipeline transportation, Trans Tech Publications, San Francisco.
Wicks, M. (1968). “Transportation of solids at low concentrations in horizontal pipes.” Proc., ASCE Int. Symp. on Solid-Liquid Flow in Pipes, ASCE, New York, 101–124.
Wiendenroth, W. (1967). “Researches on the conveying of solid-liquid mixtures through pipelines and centrifugal pumps.” Dissertation Technische Hochschule Hannover, No 54.
Yotsukura, N. (1961). “Some effects of bentonite suspensions on sand transport in a smooth 4-inch pipe.” Ph. D. dissertation, Colorado State Univ., Fort Collins, CO.
Zandi, I., and Gavatos, G. (1967). “Heterogeneous flow of solids in pipelines.” J. Hydraul. Div., 93(3), 145–159.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 4Issue 2May 2013
Pages: 131 - 137

History

Received: May 10, 2011
Accepted: Jul 20, 2012
Published online: Jul 26, 2012
Published in print: May 1, 2013

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Authors

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H. Md. Azamathulla [email protected]
M.ASCE
Associate Professor, REDAC, Universiti Sains Malaysia, Engineering Campus, Seri Ampangan, 14300 Nibong Tebal, Pulau Pinang, Malaysia (corresponding author). E-mail: [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee-247667, Uttarakhand, India. E-mail: [email protected]

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