Discussions and Closures
Jun 15, 2012

Discussion of “Genetic Programming to Predict Bridge Pier Scour” by H. Md. Azamathulla, Aminuddin Ab Ghani, Nor Azazi Zakaria, and Aytac Guven

Publication: Journal of Hydraulic Engineering
Volume 138, Issue 7
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References

Breusers, H. N. C., Nicollet, G., and Shen, H. W. (1977). “Local scour around cylindrical piers.” J. Hydraul. Res., 15(3), 211–252.JHYRAF
Chiew, Y. M., and Melville, B. W. (1987). “Local scour around bridge piers.” J. Hydraul. Res., 25(1), 15–26.JHYRAF
Froehlich, D. C. (1988). “Analysis of onsite measurements of scour at piers.” American Society of Civil Engineers National Conference on Hydraulic Engineering, ASCE, New York, 534–539.
Gao, D., Pasada, L., and Nordin, C. F. (1993). “Pier scour equations used in the People`s Republic of China: Review and summary.” Rep. No. FHWA-SA-93-076, Federal Highway Administration (FHWA), Washington, DC.
Gaudio, R., Grimaldi, C., Tafarojnoruz, A., and Calomino, F. (2010). “Comparison of formulae for the prediction of scour depth at piers.” Proc., 1st IAHR European Division Congress, Heriot-Watt Univ., Edinburgh, UK.
Jain, S. C., and Fischer, E. E. (1979). “Scour around circular bridge piers at high Froude numbers.” Rep. No. FHWA-RD-79-104, Federal Highway Administration (FHWA), Washington, DC.
Melville, B. W., and Sutherland, A. J. (1988). “Design method for local scour at bridge piers.” J. Hydraul. Eng., 114(10), 1210–1226.JHEND8
Mueller, D. S., and Wagner, C. R. (2005). “Field observations and evaluations of streambed scour at bridges.” Rep. No. FHWA-RD-03-052, U.S. Dept. of Transportation, Federal Highway Administration (FHWA), McLean, VA.
Richardson, E. V., and Davis, S. R. (2001). “Evaluating scour at bridges.” Hydraul. Engrg. Circular No. 18 (HEC-18): FHWA NHI 01-001, Federal Highway Administration (FHWA), Washington, DC.
Richardson, E. V., Simons, D. B., Karaki, S., Mahmood, K., and Stevens, M. A. (1975). “Highways in the river environment—Hydraulic and environmental design considerations, training and design manual.” Rep. No. FHWA-NHI-76-N005, Federal Highway Administration (FHWA), Washington, DC.
Tafarojnoruz, A., Gaudio, R., Grimaldi, C., and Calomino, F. (2010). “Required conditions to achieve the maximum local scour depth at a circular pier.” Proc., XXXII Convegno Nazionale di Idraulica e Costruzioni Idrauliche, Farina, Palermo, Italy, 10.
Zhuravlyov, M. M. (1978). “New method for estimation of local scour due to bridge piers and its substantiation.” Transactions, Ministry of Transport Construction, State All Union Scientific Research Institute on Roads, Moscow.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 138Issue 7July 2012
Pages: 669 - 671

History

Received: Jul 30, 2010
Accepted: Dec 22, 2010
Published online: Jun 15, 2012
Published in print: Jul 1, 2012

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Ali Tafarojnoruz, Aff.M.ASCE [email protected]
Contract Researcher, Dipartimento di Difesa del Suolo “V. Marone,” Università della Calabria, 87036 Rende (CS), Italy. E-mail: [email protected]

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