Application of meta-heuristic models for local scour evaluation

AIP Conference Proceedings

Volumn 1303, Issue , 2010, Pages 389-397

  Mahjoobi, Javad ^a   Sabzianpoor, Ali ^a   Jabbari, Ebrahim ^a  

^a IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

Author keywords

CART Algorithm; Data Mining; Decision Tree; M5 Algorithm; Regression

Indexed keywords

EID: 79251583428     PISSN: 0094243X     EISSN: 15517616     Source Type: Conference Proceeding    
DOI: 10.1063/1.3527177     Document Type: Conference Paper

References (33)

1. Bhattacharya B. and Solomatine D.P., 2005. Neural networks and M5 model trees in modelling water level-discharge relationship. Neurocomputing 63, 381-396. (Pubitemid 40103871)
2. Bhattacharya B. Price R. K. and Solomatine, D. P., 2007. Machine Learning Approach to Modeling Sediment Transport. Journal of Hydraulic Engineering 133(4), 440-450.
3. Breiman L., Friedman, J. Olshen, R. and Stone, C., 1984. "Classification and regression trees", Monterey, CA: Wadsworth and Brooks/Cole Advanced Books and Software.
4. Breusers N. H. C. and Raudkivi A. J., 1991. "Scouring." 2nd Hydraulic Structures Design Manual, IAHR, A.A.Balkema, Roterdam, The Netherlands.
5. Breurers H. N. C., Nicollet G., and Shen, H. W., 1977. "Local scour around cylindrical piers." J. Hydr. Res., IAHR, 15(3), 211-252. (Pubitemid 8566888)
6. Chabert J. and Engeldinger P., 1956. Etude des affouillements autour des piles des ponts. Laboratoire d' Hydraulique, Chatou, France (in French).
7. Chang F.J. and Chang Y.T., 2005. Adaptive neuro-fuzzy inference system for prediction of water level in reservoir. Journal of Advances in Water Resources 29 (1), 1-10.
8. Chee R.K.W., 1982. Live-bed scour at bridge piers. Report No. 290, School of Engineering, The University of Auckland, New Zealand.
9. Chiew Y.M., 1984. Local scour at bridge piers. Report No. 355, School of Engineering, The University of Auckland, Auckland, New Zealand.
10. Ettema R. and Raudkivi A. J., 1983. "Clear water scour at cylindrical piers." J. Hydr. Engrg., ASCE, 109(3), 338-349.
11. Ettema, R., 1980. "Scour at bridge piers." Report no.216, University of Auckland, NewZeland.
12. Graf W.H., 1995. Load scour around piers. Annual Report., Laboratoire de Recherches. Hydrauliques, Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland, pp. B.33.1-B.33.8
13. Hancu, S., 1971. "Sur le calcul des affouillements locaux dams la zone des piles des ponts." In: Proceedings of the 14th IAHR Congress, Paris, France, vol. 3. International Association for Hydraulic Research, Delft, The Netherlands, pp. 299-313.
14. Hand D., Heikki M. and Padhraic S. 2001. "Principles of Data Mining", The MIT press.
15. Kantardzic M., 2003. Data Mining: Concepts, Models, Methods, and Algorithms. John Wiley & Sons. 343pp.
16. Kothyari U.C., Grade R.J. and Ranga Raju K.G., 1992. Temporal variation of scour around circular bridge piers. Journal of Hydraulic Engineering 118 (8), 1091-1106. (Pubitemid 23375300)
17. Jain S.C. and Fischer E.E., 1980. Scour around bridge piers at high flow velocities. Journal of Hydraulic Engineering 106 (11), 1827-1842.
18. Kambekar A.R. and Deo M.C., 2003. Estimation of group pile scour using neural networks. Journal of Applied Ocean Research.
19. Karim O. A. and Ali K. H. M (2000). "Prediction of flow patterns in local scour holes caused by turbulent water jet." Journal of Hydraulic Research, IAHR, 38(4),279-287.
20. Laursen E.M. and Toch A., 1956. Scour around bridge piers and abutments. Bulletin No. 4, Iowa Road Research Board.
21. Melville B.W., 1997. Pier and abutment scour: integrated approach. Journal of Hydraulic Engineering 123 (2), 125-136.
22. Melvill B.W. and Chiew Y.M. 1999. "Time scale for local scour at bridge piers" Journal of Hydraulic Engineering, ASCE, 125(1),59-65. (Pubitemid 29170894)
23. Melville B. W. and Sutherlands A. J. 1988. " Design method for local scour at bridge piers." Journal of Hydraulic Engineering, ASCE, 114(10), 1210-1226. (Pubitemid 215829)
24. Olsen N. R. B. and Melaaen M. C. 1993. "Three- diamensional calculation of scour around cylinders." J. Hydr. Res., IAHR, 15(3), 211-252.
25. Oliveto G. and Hager W.H., 2002. Temporal evolution of clear-water pier and abutment scour. Journal of Hydraulic Engineering 128 (9), 811-820.
26. Quinlan J.R., 1992. Learning with continuous classes. In: Proceedings of the Fifth Australian Joint Conference on Artificial Intelligence. World Scientific, Singapore, 343-348.
27. Raudkivi A. J. 1998. "Loose Boundary Hydraulics." .A. Balkema, Rotterdam,The Netherland.
28. Shen H.W., 1971. Scour Near Piers. River Mechanics, vol. II. Ft. Collins, Colo (Chapter 23).
29. Shirolc A. M. and Holt R. C. 1991. "Planning for a comprehensive bridge safety assurance." Transport Res. Rec., (1290), 39-50.
30. Solomotine D.P. and Dulal, K. N., 2003. Model tree as an alternative to neural network in rainfall-runoff modelling. Hydrological Sciences Journal 48(3), 399-411.
31. Wang Y. and Witten I.H., 1997. Induction of model trees for predicting continuous lasses. In Proceedings of the Poster Papers of the European Conference on Machine Learning, University of Economics, Faculty of Informatics and Statistics, Prague.
32. Yanmaz A.M. and Altinbilek H.D., 1991. Study of time-dependent local scour bridge piers. Journal of Hydraulic Engineering 117 (10), 1247-1268.
33. Yitian L. and Gu R.R., 2003. Modeling flow and sediment transport in a river system using an artificial neural network. Journal of Environmental Management 31 (1), 122-134.