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ZACHOVAL, Z. MAJOR, J. ROUŠAR, L. RUMANN, J. ŠULC, J. JANDORA, J.
Original Title
Submergence coefficient of full-width sharp-edged broad-crested rectangular weirs
Type
journal article in Web of Science
Language
English
Original Abstract
Full-width sharp-edged broad-crested rectangular weirs in the range 0.1 < h/L <= 0.3 situated in rectangular channels are frequently used in submerged flow conditions. To determine the discharge for the submerged flow, submergence coefficient and modular limit shall be known. This article deals with their determination upon a theoretic derivation and experimental research. The equation for modular limit has been determined from energy balance with simplifications. To validate it, extensive experimental research was carried out. However, the derived equation is too complicated for practical use which is why it was approximated by a simple equation applicable for the limited range. The equation for submergence coefficient was derived by modifying Villemonte's application of the principle of super-position and its coefficients were determined using the data from experimental research of many authors. The new system of equations computes the discharge more accurately than other authors' equations, with the error of approximately +/- 10% in full range of the measured data.
Keywords
Modular limit; Relative weir height; Full-width sharp-edged broad-crested weir; Submergence coefficient
Authors
ZACHOVAL, Z.; MAJOR, J.; ROUŠAR, L.; RUMANN, J.; ŠULC, J.; JANDORA, J.
Released
1. 10. 2019
Publisher
VEDA, SLOVAK ACAD SCIENCES
Location
BRATISLAVA
ISBN
1338-4333
Periodical
Journal of Hydrology and Hydromechanics
Year of study
67
Number
4
State
Slovak Republic
Pages from
329
Pages to
338
Pages count
10
URL
https://content.sciendo.com/view/journals/johh/67/4/article-p329.xml
Full text in the Digital Library
http://hdl.handle.net/11012/200898
BibTex
@article{BUT159600, author="Zbyněk {Zachoval} and Jakub {Major} and Ladislav {Roušar} and Ján {Rumann} and Jan {Šulc} and Jan {Jandora}", title="Submergence coefficient of full-width sharp-edged broad-crested rectangular weirs", journal="Journal of Hydrology and Hydromechanics", year="2019", volume="67", number="4", pages="329--338", doi="10.2478/johh-2019-0022", issn="1338-4333", url="https://content.sciendo.com/view/journals/johh/67/4/article-p329.xml" }