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  • 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.
  • 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. (en)
Title
  • Discharge coefficient of a rectangular sharp-edged broad-crested weir
  • Discharge coefficient of a rectangular sharp-edged broad-crested weir (en)
skos:prefLabel
  • Discharge coefficient of a rectangular sharp-edged broad-crested weir
  • Discharge coefficient of a rectangular sharp-edged broad-crested weir (en)
skos:notation
  • RIV/00216305:26110/14:PU107887!RIV15-MSM-26110___
http://linked.open...avai/riv/aktivita
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  • P(GA103/09/0977), S
http://linked.open...iv/cisloPeriodika
  • 2
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  • 11665
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/14:PU107887
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  • Broad-crested weir, Discharge coefficient, Relative height of weir. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • CZ - Česká republika
http://linked.open...ontrolniKodProRIV
  • [E3CAB869015B]
http://linked.open...i/riv/nazevZdroje
  • Journal of Hydrology and Hydromechanic
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  • 62
http://linked.open...iv/tvurceVysledku
  • Zachoval, Zbyněk
  • Šulc, Jan
  • Roušar, Ladislav
  • Knéblová, Michaela
  • Rumann, Ján
issn
  • 0042-790X
number of pages
http://bibframe.org/vocab/doi
  • 10.2478/johh-2014-0014
http://localhost/t...ganizacniJednotka
  • 26110
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