Soil Moisture Dynamics in Levees During Flood Events - Variably Saturated Approach

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00167916" target="_blank" >RIV/68407700:21110/10:00167916 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
Soil Moisture Dynamics in Levees During Flood Events - Variably Saturated Approach
Popis výsledku v původním jazyce
The importance of water dynamics within an earth dam is known and may be addressed using numerical simulation models. In this study the solution based on transient simulation of seepage through protection levee using saturated-unsaturated theory is presented. Simulations were carried out by a two-dimensional numerical model based on Richards' equation for water flow in porous medium. It has been shown that proposed approach is, with certain limitations, suitable for large scale engineering applications.
Název v anglickém jazyce
Soil Moisture Dynamics in Levees During Flood Events - Variably Saturated Approach
Popis výsledku anglicky
The importance of water dynamics within an earth dam is known and may be addressed using numerical simulation models. In this study the solution based on transient simulation of seepage through protection levee using saturated-unsaturated theory is presented. Simulations were carried out by a two-dimensional numerical model based on Richards' equation for water flow in porous medium. It has been shown that proposed approach is, with certain limitations, suitable for large scale engineering applications.

Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
DA - Hydrologie a limnologie
OECD FORD obor
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Rok uplatnění
2010
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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