Detail publikačního výsledku

Mathematical model of dike failure due to overtopping at the river Dyje at Breclav

ALHASAN, Z.; DRÁB, A.; ŘÍHA, J.

Originální název

Mathematical model of dike failure due to overtopping at the river Dyje at Breclav

Anglický název

Mathematical model of dike failure due to overtopping at the river Dyje at Breclav

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

This paper contains the results of a mathematical simulation of breaching of left bank dike of the river Dyje in the city of Breclav in the Czech Republic. The results of modelling are the breach opening development in time and hydrograph of breach flood wave into the area behind the dike.

Anglický abstrakt

This paper contains the results of a mathematical simulation of breaching of left bank dike of the river Dyje in the city of Breclav in the Czech Republic. The results of modelling are the breach opening development in time and hydrograph of breach flood wave into the area behind the dike.

Klíčová slova

flood protection dikes, dike overtopping, dike breaching, breach opening, mathematical model

Klíčová slova v angličtině

flood protection dikes, dike overtopping, dike breaching, breach opening, mathematical model

Autoři

ALHASAN, Z.; DRÁB, A.; ŘÍHA, J.

Rok RIV

2014

Vydáno

18.06.2013

Nakladatel

Instytut Meteorologii i Gospodarki Wodnej, Państwowy Instytut Badawczy, Warszawa 2013, Polsko

Místo

Jastrzębia Góra, Polsko

ISBN

978-83-61102-81-6

Kniha

Zapory - bezpieczenstwo i kierunki rozwoju

Strany od

245

Strany do

255

Strany počet

11

BibTex

@inproceedings{BUT100567,
  author="Zakaraya {Alhasan} and Aleš {Dráb} and Jaromír {Říha}",
  title="Mathematical model of dike failure due to overtopping at the river Dyje at Breclav",
  booktitle="Zapory - bezpieczenstwo i kierunki rozwoju",
  year="2013",
  pages="245--255",
  publisher="Instytut Meteorologii i Gospodarki Wodnej, Państwowy Instytut Badawczy, Warszawa 2013, Polsko",
  address="Jastrzębia Góra, Polsko",
  isbn="978-83-61102-81-6"
}