Discussion of “Direct Solutions for Uniform Flow Parameters of Wide Rectangular and Triangular Sections” by Ahmed A. Lamri, Said M. Easa, Mohamed T. Bouziane, Mohammad Bijankhan, and Yan-Cheng Han
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 1
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References
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Zeghadnia, L. 2007. “Computation of the pressurized turbulent flow in circular pipe.” Magister thesis, Dept. of Hydraulics, Badji Mokhtar Univ.
Zeghadnia, L. 2014. “Contribution Au Dimensionnement D’un Réseau d’Assainissement: En Tenant Compte de l’Aspect Stationnaire Et non Stationnaire De l’Ecoulement.” Thèse De Doctorat En Science, Département d’hydraulique, Université Badji Mokhtar.
Zeghadnia, L., L. Djemili, and L. Houichi. 2014. “Analytic solution for the computation of flow velocity and water surface angle for drainage and sewer networks: Case of pipes arranged in series.” Int. J. of Hydrology Sci. & Tech. 4 (1): 1–7. https://doi.org/10.1504/IJHST.2014.064413.
Zeghadnia, L., and J. L. Robert. 2017. “New approach for the computation of the water surface angle in partially filled pipe: Case of pipes arranged in parallel.” J. Pipline Syst. Eng. Pract. 8 (4): 1–4. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000272.
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© 2022 American Society of Civil Engineers.
History
Received: Oct 15, 2021
Accepted: Dec 6, 2021
Published online: Oct 21, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 21, 2023
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