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Discharge coefficient of a rectangular sharp-edged broad-crested weir

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU107887" target="_blank" >RIV/00216305:26110/14:PU107887 - isvavai.cz</a>

  • Result on the web

    <a href="https://content.sciendo.com/view/journals/johh/62/2/article-p145.xml" target="_blank" >https://content.sciendo.com/view/journals/johh/62/2/article-p145.xml</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.2478/johh-2014-0014" target="_blank" >10.2478/johh-2014-0014</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Discharge coefficient of a rectangular sharp-edged broad-crested weir

  • Original language description

    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.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA103%2F09%2F0977" target="_blank" >GA103/09/0977: Experimental and numerical modelling of turbulent flow with massive separation</a><br>

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2014

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Journal of Hydrology and Hydromechanic

  • ISSN

    0042-790X

  • e-ISSN

    1338-4333

  • Volume of the periodical

    62

  • Issue of the periodical within the volume

    2

  • Country of publishing house

    SK - SLOVAKIA

  • Number of pages

    5

  • Pages from-to

    145-149

  • UT code for WoS article

    000333982600008

  • EID of the result in the Scopus database

    2-s2.0-84898980260