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Jul 17, 2018

Erratum for “Predicting the Numerical and Experimental Open-Channel Flow Resistance of Corrugated Steep Circular Drainage Pipes” by Zafer Gemici, Aliihsan Koca, and Kenan Kaya

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Publication: Journal of Pipeline Systems Engineering and Practice
Volume 9, Issue 4
The original paper is an expansion of our previous conference proceedings paper that was not properly referenced in the published version. For this reason, a revised “Acknowledgments” section is provided herein.

Acknowledgments

This article is an expansion of our previous conference proceedings paper (Vazifehkhah et al. 2014). For this reason we would like to thank Saeed Vazifehkhah for his contributions to numerical activities in our previous conference paper. This work was supported by the Scientific and Technological Research council of Turkey (TUBITAK) and Mir Research and Development Inc. The study was a part of the TUBITAK 1007 project (109G002).

References

Vazifehkhah, S., K. Kaya, A. Koca, and Z. Gemici. 2014. “Constructing a correlation between flow resistance of circular corrugated pipes and geometric parameters using CFD methods.” In Proc., 3rd IAHR Europe Congress, 12. Porto, Portugal: International Association for Hydro-Environment Engineering and Research.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 9Issue 4November 2018

History

Received: Apr 24, 2018
Accepted: Apr 27, 2018
Published online: Jul 17, 2018
Published in print: Nov 1, 2018
Discussion open until: Dec 17, 2018

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Authors

Affiliations

Zafer Gemici, Ph.D.
Director, Mir Research and Development Inc., Yildiz Technical Uni. Technopark, A1 Block, Istanbul 34522, Turkey.
Aliihsan Koca, Ph.D. [email protected]
Manager, Thermo-Fluids Dept., Mir Research and Development Inc., Yildiz Technical Uni. Technopark, A1 Block, Istanbul 34522, Turkey (corresponding author). Email: [email protected]
Kenan Kaya
Ph.D. Student, Dept. of Mechatronics Engineering, Bahcesehir Univ., Besiktas, Istanbul 34353, Turkey.

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