About: MODELLING LATERAL WEIRS ON LEVEES     Goto   Sponge   NotDistinct   Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

AttributesValues
rdf:type
Description
  • Side weirs are usually free overflow regulation and diversion devices commonly applied in hydraulic engineering. They are located at a side of a river or a channel to divert part of the discharge when the surface of water level in the main-channel reaches their crest. In this paper an introduction of spatially varied flow with decreasing discharge in the subcritical flow regime is given. For this purpose the equations for spatially varied flow with decreasing discharge is introduced and the general equation of weirs is derived. Since the side weir discharge coefficient represents an important parameter, several approaches from literature are briefly mentioned
  • Side weirs are usually free overflow regulation and diversion devices commonly applied in hydraulic engineering. They are located at a side of a river or a channel to divert part of the discharge when the surface of water level in the main-channel reaches their crest. In this paper an introduction of spatially varied flow with decreasing discharge in the subcritical flow regime is given. For this purpose the equations for spatially varied flow with decreasing discharge is introduced and the general equation of weirs is derived. Since the side weir discharge coefficient represents an important parameter, several approaches from literature are briefly mentioned (en)
  • Side weirs are usually free overflow regulation and diversion devices commonly applied in hydraulic engineering. They are located at a side of a river or a channel to divert part of the discharge when the surface of water level in the main-channel reaches their crest. In this paper an introduction of spatially varied flow with decreasing discharge in the subcritical flow regime is given. For this purpose the equations for spatially varied flow with decreasing discharge is introduced and the general equation of weirs is derived. Since the side weir discharge coefficient represents an important parameter, several approaches from literature are briefly mentioned (cs)
Title
  • MODELLING LATERAL WEIRS ON LEVEES
  • MODELLING LATERAL WEIRS ON LEVEES (en)
  • MODELLING LATERAL WEIRS ON LEVEES (cs)
skos:prefLabel
  • MODELLING LATERAL WEIRS ON LEVEES
  • MODELLING LATERAL WEIRS ON LEVEES (en)
  • MODELLING LATERAL WEIRS ON LEVEES (cs)
skos:notation
  • RIV/00216305:26110/09:PU80595!RIV10-MZE-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(QH81223)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 326820
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU80595
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • lateral weir; 1D modelling; 2D modelling (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [7FAE92D9B881]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • Vodní stavby, vodní hospodářství a ekologické inženýrství
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Jandora, Jan
  • Dvořák, Ladislav
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Vysoké učení technické v Brně
https://schema.org/isbn
  • 978-80-7204-629-4
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
Faceted Search & Find service v1.16.118 as of Jun 21 2024


Alternative Linked Data Documents: ODE     Content Formats:   [cxml] [csv]     RDF   [text] [turtle] [ld+json] [rdf+json] [rdf+xml]     ODATA   [atom+xml] [odata+json]     Microdata   [microdata+json] [html]    About   
This material is Open Knowledge   W3C Semantic Web Technology [RDF Data] Valid XHTML + RDFa
OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 58 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software