Experimental study on the discharge coefficient of triangular piano key weir*

Author:

Alizadeh Sanami Forough1,Afshar Mohammad Hadi1,Saneie Mojtaba2ORCID

Affiliation:

1. Department of Hydraulic Structure, Faculty of Civil Engineering Iran University of Science and Technology Tehran Iran

2. Agricultural Research Education and Extension Organization Soil Conservation and Watershed Management Research Institute Tehran Iran

Publisher

Wiley

Subject

Soil Science,Agronomy and Crop Science

Reference42 articles.

1. Investigation of hydraulic performance of piano shaped weirs using three dimensional numerical modeling;Abrari L.;Iranian Journal of Science and Technology ‐ Transactions of Civil Engineering,2015

2. Prediction of current‐induced local scour around complex piers: Review, revisit, and integration;Amini Baghbadorani D.;Coastal Engineering,2018

3. Scour hole depth prediction around pile groups: review, comparison of existing methods, and proposition of a new approach;Amini Baghbadorani D.;Natural Hazards,2017

4. Piano Key weir hydraulics and labyrinth weir comparison;Anderson R.M.;Journal of Irrigation and Drainage Engineering,2013

5. Laboratory investigation of the discharge coefficient of triangular labyrinth weirs with and without slots and comparing them with piano key weirs;Ariyamanesh A.;Irrigation and Drainage Journal,2020

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