The probabilistics solution of dike breaching due to overtopping
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU119773" target="_blank" >RIV/00216305:26110/16:PU119773 - isvavai.cz</a>
Výsledek na webu
<a href="https://www.researchgate.net/publication/305872742_The_probabilistic_solution_of_dike_breaching_due_to_overtopping_Proceedings_of_the_4th_IAHR_Europe_Congress_Liege_Belgium_27-29_July_2016" target="_blank" >https://www.researchgate.net/publication/305872742_The_probabilistic_solution_of_dike_breaching_due_to_overtopping_Proceedings_of_the_4th_IAHR_Europe_Congress_Liege_Belgium_27-29_July_2016</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1201/b21902-88" target="_blank" >10.1201/b21902-88</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The probabilistics solution of dike breaching due to overtopping
Popis výsledku v původním jazyce
This paper contains the results of the probabilistic solution of the breaching of a left bank dike of the River Dyje at a location adjacent to the village of Ladna near the town of Breclav in the Czech Republic. A mathematical model describing the overtopping and breaching processes was proposed so as to obtain the solution. With this model, the overtopping of a dike is simulated using simple surface hydraulics equations. Dike breaching commences with the exceedance of the erosion resistance of the dike surface. For the modelling of dike erosion, a simple transport equation was used with erosion parameters calibrated using data from past real embankment failures. The sensitivity analysis of involved uncertain parameters was carried out using the screening method. In order to achieve the probabilistic solution, the Latin Hypercube Sampling method was used to generate plausible sets of random values for the sensitive variables. These random values were derived from a multidimensional distribution. Typical phases of the dike breaching process due to overtopping were distinguished. The final results of this study take the form of probabilities for those typical dike breach phases.
Název v anglickém jazyce
The probabilistics solution of dike breaching due to overtopping
Popis výsledku anglicky
This paper contains the results of the probabilistic solution of the breaching of a left bank dike of the River Dyje at a location adjacent to the village of Ladna near the town of Breclav in the Czech Republic. A mathematical model describing the overtopping and breaching processes was proposed so as to obtain the solution. With this model, the overtopping of a dike is simulated using simple surface hydraulics equations. Dike breaching commences with the exceedance of the erosion resistance of the dike surface. For the modelling of dike erosion, a simple transport equation was used with erosion parameters calibrated using data from past real embankment failures. The sensitivity analysis of involved uncertain parameters was carried out using the screening method. In order to achieve the probabilistic solution, the Latin Hypercube Sampling method was used to generate plausible sets of random values for the sensitive variables. These random values were derived from a multidimensional distribution. Typical phases of the dike breaching process due to overtopping were distinguished. The final results of this study take the form of probabilities for those typical dike breach phases.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/TA04020670" target="_blank" >TA04020670: Využití spolehlivostních metod při technickobezpečnostním dohledu nad vodními díly s ohledem na jejich bezpečnost v období globálních klimatických změn.</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2016
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Sustainable Hydraulics in the Era of Global Change
ISBN
978-1-138-02977-4
ISSN
—
e-ISSN
—
Počet stran výsledku
8
Strana od-do
505-512
Název nakladatele
CRC Press/Balkema
Místo vydání
Liege, Belgium
Místo konání akce
Liege, Belgium
Datum konání akce
27. 7. 2016
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—