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Feb 7, 2020

Discussion of “Hydrodynamics of Rectangular Broad-Crested Porous Weirs” by Akbar Safarzadeh and Seyed Hossein Mohajeri

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Publication: Journal of Irrigation and Drainage Engineering
Volume 146, Issue 4
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References

Ackers, P., W. R. White, J. A. Perkins, and A. J. M. Harrison. 1978. Weirs and flumes for flow measurement, 327. Chichester, UK: Wiley.
Azimi, A. H., and N. Rajaratnam. 2009. “Discharge characteristics of weirs of finite crest length.” J. Hydraul. Eng. 135 (12): 1081–1085. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000117.
Bilhan, O., M. C. Aydin, M. E. Emiroglu, and C. J. Miller. 2018. “Experimental and CFD analysis of circular labyrinth weirs.” J. Irrig. Drain. Eng. 144 (6): 04018007. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001301.
Bos, M. G. 1976. Discharge measurement structures. Delft, Netherlands: Delft Hydraulic Laboratory.
Chanson, H. 2004. The hydraulics of open channel flow: An introduction. 2nd ed., 634. Amsterdam, Netherlands: Elsevier Butterworth-Heinemann.
French, R. H. 1987. Open-channel hydraulics. New York: McGraw-Hill Book Company.
Govinda Rao, N. S., and D. Muralidhar. 1963. “Discharge characteristics of weirs of finite crest width.” Houille Blanche 18 (5): 537–545. https://doi.org/10.1051/lhb/1963036.
Hager, W. H., and M. Schwalt. 1994. “Broad-crested weir.” J. Irrig. Drain. Eng. 120 (1): 13–26. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:1(13).
Khatibi, R., F. Salmasi, M. A. Ghorbani, and H. Asadi. 2014. “Modelling energy dissipation over stepped-gabion weirs by artificial intelligence.” Water Resour. Manage. 28 (7): 1807–1821. https://doi.org/10.1007/s11269-014-0545-y.
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 S. H. Mohajeri. 2018. “Hydrodynamics of rectangular broad-crested porous weirs.” J. Irrig. Drain. Eng. 144 (10): 04018028. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001338.
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 (1–2): 115–127.
Salmasi, F., S. Poorescandar, A. Hosseinzadeh Dalir, and D. Farsadi Zadeh. 2012. “Discharge relations for rectangular broad-crested weirs.” J. Agric. Sci. 17 (4): 324–336. https://doi.org/10.1501/Tarimbil_0000001184.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 146Issue 4April 2020

History

Received: Nov 13, 2018
Accepted: Apr 17, 2019
Published online: Feb 7, 2020
Published in print: Apr 1, 2020
Discussion open until: Jul 7, 2020

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Farzin Salmasi [email protected]
Associate Professor, Dept. of Water Engineering, Faculty of Agriculture, Univ. of Tabriz, Tabriz 5166616471, Iran (corresponding author). Email: [email protected]
John Abraham [email protected]
Professor, School of Engineering, Univ. of St. Thomas, 2115 Summit Ave., St. Paul, MN 55105. Email: [email protected]

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