Discussions and Closures
Oct 21, 2022

Closure to “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 ARTICLE
Publication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 1
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

No data, model, or code were generated or used during the study.

References

Biberg, D. 2017. “Fast and accurate approximations for the Colebrook equation.” J. Fluids Eng. 139 (3): 031401. https://doi.org/10.1115/1.4034950.
Brkic, D., and Z. Stajic. 2021. “Excel VBA-based user defined functions for highly precise Colebrook’s pipe flow friction approximations: A comparative overview.” Facta Universitatis Ser.: Mech. Eng. 19 (2): 253–269. https://doi.org/10.22190/FUME210111044B.
Chen, N. H. 1979. “An explicit equation for friction factor in pipe.” Ind. Eng. Chem. Fundam. 18 (3): 296–297. https://doi.org/10.1021/i160071a019.
Colebrook, C. F. 1939. “Turbulent flow in pipes, with particular reference to the transition region between the smooth and rough pipe laws.” J. Inst. Civ. Eng. 11 (4): 133–156. https://doi.org/10.1680/ijoti.1939.13150.
Easa, S. M., A. A. Lamri, and D. Brkic. 2022. “Reliability-based criterion for evaluating explicit approximations of Colebrook equation.” J. Mar. Sci. Eng. 10 (6): 803. https://doi.org/10.3390/jmse10060803.
Genić, S., I. Aranđelović, P. Kolendić, M. Jarić, N. Budimir, and V. A. Genić. 2011. “Review of explicit approximations of Colebrook equation.” Accessed June 8, 2022. https://scindeks.ceon.rs/article.aspx?artid=1451-20921102067G.
Haaland, S. E. 1983. “Simple explicit formulas for the friction factor in turbulent pipe flow.” J. Fluids Eng. 105 (1): 89–90. https://doi.org/10.1115/1.3240948.
Lamri, A. A. 2020. “Discussion of ‘Approximate analytical solutions for the Colebrook equation’ by Ali R. Vatankhah.” J. Hydraul. Eng. 146 (2): 07019012. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001668.
Lamri, A. A., and S. M. Easa. 2022a. “Computationally efficient and accurate solution for Colebrook equation based on Lagrange theorem.” J. Fluids Eng. 144 (1): 014504. https://doi.org/10.1115/1.4051731.
Lamri, A. A., and S. M. Easa. 2022b. “Lambert W-function solution for uniform flow depth problem.” Water Resour. Manage. 36 (May): 2653–2663. https://doi.org/10.1007/s11269-022-03167-4.
Praks, P., and D. Brkic. 2020. “Review of new flow friction equations: Constructing Colebrook’s explicit correlations accurately.” Rev. Int. Métodos Numér. Cálc. Diseño. Ing. 36 (3): 41. https://doi.org/10.23967/j.rimni.2020.09.001.
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).
Swamee, P. K., and A. K. Jain. 1976. “Explicit equations for pipe-flow problems.” J. Hydraul. Eng. 102 (5): 657–664. https://doi.org/10.1061/JYCEAJ.0004542.
Swamee, P. K., and P. N. Rathie. 2016. “Normal depth equations for parabolic open sections.” J. Irrig. Drain. Eng. 142 (6): 06016003. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001010.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 149Issue 1January 2023

History

Received: Jun 13, 2022
Accepted: Jul 22, 2022
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

Ph.D. Student, Dept. of Civil Engineering and Hydraulics, Univ. of Mohamed Khider, P.O. Box 145 RP, Biskra 07000, Algeria (corresponding author). ORCID: https://orcid.org/0000-0002-0677-0589. Email: [email protected]
Professor, Dept. of Civil Engineering, Toronto Metropolitan Univ., Toronto, ON, Canada M5B 2K3. ORCID: https://orcid.org/0000-0003-0754-138X. 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.

Cited by

  • Closure to “Explicit Solution for Pipe Diameter Problem Using Lambert -Function”, Journal of Irrigation and Drainage Engineering, 10.1061/JIDEDH.IRENG-10141, 149, 7, (2023).

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share