TECHNICAL NOTES
Nov 1, 2008

Prediction of Scour Downstream of Grade-Control Structures Using Neural Networks

Publication: Journal of Hydraulic Engineering
Volume 134, Issue 11

Abstract

A new approach for predicting local scour downstream of grade-control structures based on neural networks is presented. An explicit neural networks formulation (ENNF) is developed using a transfer function (sigmoid) and optimal weights obtained from a training process. A genetic algorithm was used to optimize the neural network architecture and the optimal weights for input and output parameters were obtained using the Levenberg–Marquardt back-propagation algorithm. Experimental data available in the literature, including large-scale results were used for training and validation of the proposed model. The predictive performance of the ENNF was found superior to other regression-based equations and the robustness of ENNF was evaluated using field data.

Get full access to this article

View all available purchase options and get full access to this article.

References

Akaike, H. (1973). “Information theory and an extension of the maximum likelihood principle.” Proc., 2nd Int. Symp. on Information Theory, B. N. Petrov and F. Csaki, eds., Academiai Kiado, Budapest, Hungary, 267–281.
Ali, K. H. M., and Lim, S. Y. (1986). “Local scour caused by submerged wall jets.” Proc. Inst. Civ. Eng., Part 2. Res. Theory, 81, 607–645.
ASCE Task Committee. (2000). “The ASCE Task Committee on application of artificial neural networks in hydrology.” J. Hydraul. Eng., 5(2), 115–137.
Azinfar, H., Kells, J. A., and Elshorbagy, A. (2004). “Use of artificial neural networks in prediction of local scour.” Proc., 32nd Annual General Conf. of the Canadian Society for Civil Engineers, Saskatoon, Saskatchewan, Canada, No. GC-350, 1–10.
Azmatullah, H. Md., Deo, M. C., and Deolalikar, P. B. (2005). “Neural networks for estimation of scour downstream of a ski-jump bucket.” J. Hydraul. Eng., 131(10), 898–908.
Azmatullah, H. Md., Deo, M. C., and Deolalikar, P. B. (2006). “Estimation of scour below spillways using neural networks.” J. Hydraul. Res., 44(1), 61–69.
Bormann, N. E., and Julien, P. Y. (1991). “Scour downstream of grade-control structures.” J. Hydraul. Eng., 117(5), 579–594.
D’Agostino, V. (1994). “Indagina sullo scavo a valle di opera trasversali mediante modello fisico o fondo mobile.” Energ. Elettr., 71(2), 37–51 in Italian.
D’Agostino, V., and Ferro, V. (2004). “Scour on alluvial bed downstream of grade-control structures.” J. Hydraul. Eng., 130(1), 24–36.
Dolling, O. R., and Varas, E. A. (2002). “Artificial neural networks for streamflow prediction.” J. Hydraul. Res., 40(5), 547–554.
Guven, A., Gunal, M., and Cevik, A. (2006). “Prediction of pressure fluctuations on stilling basins.” Can. J. Civ. Eng., 33(11), 1379–1388.
Haykin, S. (1999). Neural networks—A comprehensive foundation, 2nd Ed., Prentice-Hall, N.J.
Lenzi, M. A., and Comiti, F. (2003). “Local scouring and morphological adjustments in steep channels with check-dam sequences.” Geomorphology, 55, 97–109.
Liriano, S. L., and Day, R. A. (2001). “Prediction of scour depth at culvert outlets using neural networks.” J. Hydroinform., 3(4), 231–238.
Maier, H. R., and Dandy, G. C. (2000). “Neural networks for forecasting of water resources variables: A review of modeling issues and applications.” Environ. Modell. Software, 15, 101–124.
Marion, A., Lenzi, M. A., and Comiti, F. (2004). “Effect of sediment size grading and sill spacing on scouring at grade-control structures.” Earth Surf. Processes Landforms, 29(8), 983–993.
Mason, P. J., and Arumugam, K. (1985). “Free jet scour below dams and flip buckets.” J. Hydraul. Eng., 111(2), 220–235.
Mossa, M. (1998). “Experimental study on the scour downstream of grade-control structures.” Proc., 26th Convegno di Idraulica e Costruzioni Idrauliche, Catanja, 581–594.
Nagy, H. M., Watanabe, K., and Hirano, M. (2002). “Prediction of sediment load concentration in rivers using artificial neural network model.” J. Hydraul. Eng., 128(6), 588–595.
Negm, A. M., Shouman, M. A., and Abdel-Gawad, A. F. (2004). “Performance evaluation of Artificial Neural Networks softwares in prediction of hydraulic data.” Proc., 6th Int. Conf. on Hydroinformatics, S. Y. Liong, K. K. Phoon, and V. M. Babovic, eds., World Scientific, Singapore.
Rajaratnam, N., and Macdougall, R. K. (1983). “Erosion by plane wall jets with minimum tailwater.” J. Hydraul. Eng., 109(7), 1061–1064.
Rao, S. S. (1996). Engineering optimization, 3rd Ed., Wiley, New York, 806–823.
Rissanen, J. (1978). “Modeling by shortest data description.” Automatica, 14, 465–471.
Veronese, A. (1937). “Erosioni di fondo a valle di uno scarico.” Annual. Lavori Pubbl., 75(9), 717–726 (in Italian).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 11November 2008
Pages: 1656 - 1660

History

Received: Oct 30, 2006
Accepted: Mar 13, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Aytac Guven [email protected]
Doctor, Dept. of Civil Engineering, Univ. of Gaziantep, 27310 Gaziantep, Turkey (corresponding author). E-mail: [email protected]
Mustafa Gunal
Associate Professor, Dept. of Civil Engineering, Univ. of Gaziantep, 27310 Gaziantep, Turkey.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share