Closure to “Local Scour at Triangular Labyrinth Side Weirs Located on an Alluvial Channel” by Mustafa Tunc, Muhammet Emin Emiroglu, and Mustafa Gogus
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VIEW THE ORIGINAL ARTICLEAuthors: Mustafa Tunc, Ph.D. https://orcid.org/0000-0001-9756-8409 [email protected], Muhammet Emin Emiroglu, Ph.D. https://orcid.org/0000-0002-3603-0274 [email protected], and Mustafa Gogus, Ph.D. [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 2
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References
Dey, S., and R. V. Raikar. 2007. “Scour below a high vertical drop.” J. Hydraul. Eng. 133 (5): 564–568. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:5(564).
Melville, B. W., and S. E. Coleman. 2000. Bridge scour. Auckland, New Zealand: Water Resources Publications, LLC.
Oliveto, G., and W. H. Hager. 2005. “Further results to time-dependent local scour at bridge elements.” J. Hydraul. Eng. 131 (2): 97–105. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:2(97).
Tsujimoto, T., and T. Mizukami. 1985. “Effect of migration to local scour around a bridge pier, Memoirs.” Fac. Technol. Kazanawa Univ. 19 (1): 23–34.
Yanmaz, A. M. 2002. Bridge hydraulics. [In Turkish.] Ankara, Turkey: Middle East Technical University Press.
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Journal of Irrigation and Drainage Engineering
Volume 149 • Issue 2 • February 2023
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Aug 21, 2022
Accepted: Sep 9, 2022
Published online: Nov 25, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 25, 2023
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Authors
Affiliations
Dept. of Civil Engineering, Firat Univ., Elazig 23119, Turkey (corresponding author). ORCID: https://orcid.org/0000-0001-9756-8409. Email: [email protected]
Professor, Dept. of Civil Engineering, Firat Univ., Elazig 23119, Turkey. ORCID: https://orcid.org/0000-0002-3603-0274. Email: [email protected]
Professor, Dept. of Civil Engineering, Cankaya Univ., Ankara 06790, Turkey. Email: [email protected]
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