Technical Notes
May 2, 2014

Estimation of Pipeline Scour due to Waves by GMDH

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 5, Issue 3

Abstract

In the present study, the group method of data handling (GMDH) network is applied to predict scour depth below pipelines exposed to waves. The GMDH network is trained using a back-propagation (BP) algorithm. The pipeline scour is modeled as a function of three-dimensionless parameters, including the Keulegan-Carpenter number, the ratio of the initial gap to pipe diameter, and the Shields parameter. The performances of the GMDH network are compared with the adaptive neuro-fuzzy inference system (ANFIS) model, the model tree (MT), and empirical equation. The results indicated that the GMDH network produced a more accurate prediction of scour depth compared with other models.

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References

Amanifard, N., Nariman-Zadeh, N., Farahani, M. H., and Khalkhali, A. (2008). “Modeling of multiple short-length-scale stall cells in an axial compressor using evolved GMDH neural networks.” Energy Convers. Manage., 49(10), 2588–2594.
Azamathulla, H. Md., and Ghani, A. (2010). “Genetic programming to predict river pipeline scour.” J. Pipeline Syst. Eng. Pract., 127–132.
Azamathulla, H. Md., Guven, A., and Kagan, Y. K. (2011). “Linear genetic programming to scour below submerged pipeline.” Ocean Eng., 38(8–9), 995–1000.
Azamathulla, H. Md., and Yusoff, M. A. M. (2013). “Soft computing for prediction of river pipeline scour depth.” Neural Comput. Appl., 23(7–8), 2465–2469.
Azamathulla, H. Md., and Zakaria, N. A. (2011). “Prediction of scour bellow submerged pipeline crossing a river using ANN.” Water Sci. Technol., 63(10), 2225–2230.
Etemad-Shahidi, A., Yasa, R., and Kazeminezhad, M. H. (2011). “Prediction of wave-induced scour depth under submarine pipelines using machine learning approach.” Appl. Ocean. Res., 33(1), 54–59.
Ivahnenko, A. G. (1971). “Polynomial theory of complex systems.” IEEE Trans. Syst Man Cybern., 4, 364–378.
Jang, J. S. R. (1993). “ANFIS: Adaptive-network-based fuzzy inference system.” IEEE Trans. Syst. Man Cybern., 23(3), 665–685.
Kim, K. H., Kim, H. H., Oh, H. S., and Yeun, J. H. (2005). “Characteristics of the local scour around submarine imbedded pipelines due to waves.” J. Korean Soc. Coastal Ocean Eng., 17(2), 106–118 (in Korean).
Lucassen, R. J. (1984). “Scour underneath submarine pipelines.”, TU Delft, Netherlands.
Mousavi, M. E., Bakhtiary, A. Y., and Enshaei, N. (2009). “The equivalent depth of wave-induced scour around offshore pipelines.” J. Offshore Mech. Arct. Eng., 131(2), 021601.
Najafzadeh, M., and Barani, G. A. (2013). “Discussion of ‘Genetic programming to predict river pipeline scour’ by H. Md. Azamathulla and A. Ab. Ghani.” J. Pipeline. Syst. Eng. Pract., 07013001.
Najafzadeh, M., Barani, G. A., and Azamathulla, H. Md. (2014). “Prediction of pipeline scour depth in clear-water and live-bed conditions using group method of data handling.” Neural Comput. Appl., 24(3–4), 629–635.
Najafzadeh, M., Barani, G. A., and Hessami Kermani, M. R. (2013a). “GMDH network based back propagation algorithm to predict abutment scour in cohesive soils.” Ocean Eng., 59, 100–106.
Najafzadeh, M., Barani, G. A., and Hessami-Kermani, M. R. (2013b). “Group method of data handling to predict scour depth around vertical piles under regular waves.” Sci. Iran., Trans. A, 20(3), 406–413.
Sumer, B. M., and Fredsøe, J. (1990). “Scour below pipelines in waves.” J. Waterway, Port, Coastal, Ocean Eng., 307–323.
Sumer, B. M., and Fredsøe, J. (2002). The mechanics of scour in the marine environment, World Scientific, Singapore.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 5Issue 3August 2014

History

Received: Sep 18, 2013
Accepted: Feb 26, 2014
Published online: May 2, 2014
Published in print: Aug 1, 2014
Discussion open until: Oct 2, 2014

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Authors

Affiliations

Mohammad Najafzadeh [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Shahid Bahonar Univ. of Kerman, P.O. Box 76169133, 7616914111 Kerman, Iran (corresponding author). E-mail: [email protected]
Gholam-Abbas Barani [email protected]
Professor, Dept. of Civil Engineering, Shahid Bahonar Univ. of Kerman, P.O. Box 76169133, 7616914111 Kerman, Iran. E-mail: [email protected]
Masoud Reza Hessami Kermani [email protected]
Assistant Professor, Dept. of Civil Engineering, Shahid Bahonar Univ. of Kerman, P.O. Box 76169133, 7616914111 Kerman, Iran. E-mail: [email protected]

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