Přístupnostní navigace
E-přihláška
Vyhledávání Vyhledat Zavřít
Detail publikace
ZACHOVAL, Z. KNÉBLOVÁ, M. ROUŠAR, L. RUMANN, J. ŠULC, J.
Originální název
Discharge coefficient of a rectangular sharp-edged broad-crested weir
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
This paper is concerned with the determination of the relationship for the calculation of the discharge coefficient at free overflow over a rectangular sharp-edged broad-crested weir without lateral contraction. The determination was made on the basis of new measurement in a range of the relative thickness of the weir from 0.12 to 0.30 and newly in a large range of relative height of the weir extremely from 0.24 to 6.8 which greatly expands the application possibilities of low weirs. In addition, the effects of friction and surface tension on the value of the discharge coefficient were evaluated as well as the effect of the relative thickness of the weir. The new equation for discharge coefficient, expressed using the relative height of the weir, was subjected to verification made by an independent laboratory which confirmed its accuracy.
Klíčová slova
Broad-crested weir; Discharge coefficient; Relative height of weir.
Autoři
ZACHOVAL, Z.; KNÉBLOVÁ, M.; ROUŠAR, L.; RUMANN, J.; ŠULC, J.
Rok RIV
2014
Vydáno
1. 4. 2014
Nakladatel
Institute of Hydrology of the Slovak Academy of Sciences, Institute of Hydrodynamics of the Academy of Sciences of the Czech Republic
Místo
Bratislava
ISSN
0042-790X
Periodikum
Journal of Hydrology and Hydromechanics
Ročník
62
Číslo
2
Stát
Slovenská republika
Strany od
145
Strany do
149
Strany počet
5
URL
http://www.degruyter.com/view/j/johh.2014.62.issue-2/johh-2014-0014/johh-2014-0014.xml?format=INT
Plný text v Digitální knihovně
http://hdl.handle.net/11012/102748
BibTex
@article{BUT105675, author="Zbyněk {Zachoval} and Michaela {Knéblová} and Ladislav {Roušar} and Ján {Rumann} and Jan {Šulc}", title="Discharge coefficient of a rectangular sharp-edged broad-crested weir", journal="Journal of Hydrology and Hydromechanics", year="2014", volume="62", number="2", pages="145--149", doi="10.2478/johh-2014-0014", issn="0042-790X", url="http://www.degruyter.com/view/j/johh.2014.62.issue-2/johh-2014-0014/johh-2014-0014.xml?format=INT" }