Discussion of “Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement”-Reference-Cited by-同舟云学术

Discussion of “Some Insights on Flow over Sharp-Crested Weirs Using Computational Fluid Dynamics: Implications for Enhanced Flow Measurement”

Published:2023-04 Issue:4 Volume:149 Page:
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Yao Li¹^ORCID,Shi Sha²,Chen Hao³,Fitri Arniza⁴

Affiliation:

1. Assistant Professor, College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang 330099, China (corresponding author). ORCID: .

2. Lecturer, College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang 330099, China.

3. Postgraduate Student, College of Water Conservancy and Ecological Engineering, Nanchang Institute of Technology, Nanchang 330099, China.

4. Lecturer, Dept. of Civil Engineering, Faculty of Engineering and Computer Science, Universitas Teknokrat Indonesia, Bandar Lampung 35132, Indonesia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JIDEDH.IRENG-10027

Reference13 articles.

1. Sharp-crested weir discharge coefficient;Arvanaghi H.;J. Civ. Eng. Urban,2013

2. Measurement of Small Discharges in Open Channels by Slit Weir

3. Flow over rectangular sharp-crested weirs

4. Bos, M. G. 1989. Discharge measurement structures. 3rd revised ed., ILRI Publication 20. Wageningen, Netherlands: International Institute for and Reclamation and Improvement.

5. Chaudhry, M. H. 1993. Open channel flow. Englewood Cliffs, NJ: Prentice-Hall.