Closure to “Hydrodynamics of Rectangular Broad-Crested Porous Weirs” by Akbar Safarzadeh and Seyed Hossein Mohajeri
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VIEW THE ORIGINAL ARTICLEAuthors: Akbar Safarzadeh [email protected] and Seyed Hossein Mohajeri [email protected]Author Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 146, Issue 4
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References
Hlushkou, D., and U. Tallarek. 2006. “Transition from creeping via viscous-inertial to turbulent flow in fixed beds.” J. Chromatogr. 1126 (1–2): 70–85. https://doi.org/10.1016/j.chroma.2006.06.011.
Michioku, K., S. Maeno, T. Furusawa, and M. Haneda. 2005. “Discharge through a permeable rubble mound weir.” J. Hydraul. Eng. 131 (1): 1–10. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:1(1).
Mohamed, H. I. 2010. “Flow over gabion weirs.” J. Irrig. Drain. Eng. 136 (8): 573–577. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000215.
Safarzadeh, A., and B. Norouzi. 2014. “Three dimensional hydrodynamics of arced piano key spillways.” [In Farsi.] J. Hydraul. 9 (3): 61–79.
Salmasi, F., A. Abbaspour, and H. Ahmadi. 2016. “Determination of discharge coefficient in gabion weirs at free and submerged condition.” [In Farsi.] Water Soil Sci. 26 (1): 115–127.
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©2020 American Society of Civil Engineers.
History
Received: Jun 25, 2019
Accepted: Oct 8, 2019
Published online: Feb 7, 2020
Published in print: Apr 1, 2020
Discussion open until: Jul 7, 2020
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Authors
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Professor of Civil Engineering, Faculty of Engineering, Univ. of Mohaghegh Ardabili, Ardabil 56199-11367, Iran (corresponding author). Email: [email protected]
Assistant Professor of Civil Engineering, Faculty of Engineering, Kharazmi Univ., Tehran 14911-15719, Iran. Email: [email protected]
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