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JANDORA, J. DVOŘÁK, L.
Original Title
MODELLING LATERAL WEIRS ON LEVEES
English Title
Type
conference paper
Language
Czech
Original Abstract
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
English abstract
Keywords
lateral weir, 1D modelling, 2D modelling
Key words in English
Authors
JANDORA, J.; DVOŘÁK, L.
RIV year
2009
Released
22. 4. 2009
Publisher
VUT v Brně
Location
Brno University of Technology, Faculty of Civil Engineering, Institut of Water Structures
ISBN
978-80-7204-629-4
Book
Vodní stavby, vodní hospodářství a ekologické inženýrství
Pages from
81
Pages to
84
Pages count
4
BibTex
@inproceedings{BUT30331, author="Jan {Jandora} and Ladislav {Dvořák}", title="MODELLING LATERAL WEIRS ON LEVEES", booktitle="Vodní stavby, vodní hospodářství a ekologické inženýrství", year="2009", pages="81--84", publisher="VUT v Brně", address="Brno University of Technology, Faculty of Civil Engineering, Institut of Water Structures", isbn="978-80-7204-629-4" }