A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs-Reference-Cited by-同舟云学术

A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs

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:

Kadia Subhojit¹^ORCID,Pummer Elena²,Kumar Binit³^ORCID,Rüther Nils⁴,Ahmad Zulfequar⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

3. Formerly, Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee, Uttarakhand 247667, India. ORCID: .

4. Professor, Chair of Hydraulic Engineering, Technical Univ. of Munich, Arcisstr. 21, Munich 80333, Germany.

5. Professor, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee, Uttarakhand 247667, India.

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-9886

Reference45 articles.

1. Prediction of longitudinal dispersion coefficient using laboratory and field data: relationship comparisons

2. Anderson R. M. 2011. “Piano key weir head discharge relationships.” Master of Science thesis Dept. of Civil and Environmental Engineering Utah State Univ.

3. Comparison of Piano Key and Rectangular Labyrinth Weir Hydraulics

4. Piano Key Weir: Reservoir versus Channel Application

5. Piano Key Weir Hydraulics and Labyrinth Weir Comparison

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