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
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 1
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
References
Swamee, P. K. 1994. “Normal-depth equations for irrigation canals.” J. Irrig. Drain. Eng. 120 (5): 942–948. https://doi.org/10.1061/(ASCE)0733-9437(1994)120:5(942).
Thijsse, J. T. 1949. “Formulae for the friction head loss along conduit walls under turbulent flow.” In Proc., 3rd Meeting on Int. Association for Hydraulic Structures Research. Grenoble, France: International Association for Hydraulic Structures Research.
Vatankhah, A. R. 2018. “Approximate analytical solutions for the Colebrook equation.” J. Hydraul. Eng. 144 (5): 06018007. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001454.
Vatankhah, A. R. 2020. “Closure to ‘Approximate analytical solutions for the Colebrook equation’ by Ali R. Vatankhah.” J. Hydraul. Eng. 146 (2): 07019013. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001666.
Information & Authors
Information
Published In
Journal of Irrigation and Drainage Engineering
Volume 149 • Issue 1 • January 2023
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Oct 15, 2021
Accepted: Nov 17, 2021
Published online: Oct 21, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 21, 2023
Permissions
Request permissions for this article.
Authors
Affiliations
Professor, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P.O. Box 4111, Karaj 31587-77871, Iran. ORCID: https://orcid.org/0000-0002-0421-3164. Email: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.