Discharge coefficient for free and submerged flow over Piano Key weirs.

Authors :: Pfister, Michael
Erpicum, Sebastien
Machiels, Olivier
Schleiss, Anton J.
Pirotton, Michel
Source :: Journal of Hydraulic Research / Journal de Recherches Hydraulique. Dec2012, Vol. 50 Issue 6, p642-643. 2p.
Publication Year :: 2012
Abstract: The article discusses the highlights of a discussion on the discharge coefficient for free and submerged flow over Piano Key weirs. The participants limited their data sets to two scenarios, which includes tests not respecting the scale effects criterion that were ignored while all other tests were considered. Head-discharge measurements of prototype related case study model tests were taken into account.

Subjects :: *DISCUSSION
*DISCHARGE coefficient
*WEIRS
*HYDRAULIC structures
*FLUID dynamics

Language :: English
ISSN :: 00221686
Volume :: 50
Issue :: 6
Database :: Academic Search Index
Journal :: Journal of Hydraulic Research / Journal de Recherches Hydraulique
Publication Type :: Academic Journal
Accession number :: 83468060
Full Text :: https://doi.org/10.1080/00221686.2012.728025