<abstract xmlns="http://www.w3.org/1999/xhtml">This article presents the results of numerical simulations of seepage through the body of the dam and the reservoir bed. The purpose of this study was to analyse the seepage stability during a flood as well as the impact on seepage stability of the diaphragm wall and gravel columns, on which the dam body is founded in selected segments. Simulations were conducted for three different locations, and the following 3D models of the dum were prepared:<list list-type="custom"><list-item><label>–</label>a model containing the front and right-bank part of the dam, for which no diaphragm wall, gravel columns and drainage ditch were provided for</list-item><list-item><label>–</label>a model of a segment of the right-bank dam including a diaphragm wall, drainage ditch and gravel columns under the dam (two variants with differing diaphragm wall lengths)</list-item><list-item><label>–</label>a model of the water dam segment accounting for gravel columns and a drainage ditch, but without a diaphragm wall. In the case of founding on gravel columns, the base was modelled as an anisotropic medium in terms of seepage properties, macroscopically equivalent to the actual soil medium.</list-item></list>The numerical model utilises the finite element method. The geometry of the dam and geological substrate was defined in the GIS tools in the form of a 3D model of the terrain and geology of the substrate.</abstract>

This article presents the results of numerical simulations of seepage through the body of the dam and the reservoir bed. The purpose of this study was to analyse the seepage stability during a flood as well as the impact on seepage stability of the diaphragm wall and gravel columns, on which the dam body is founded in selected segments. Simulations were conducted for three different locations, and the following 3D models of the dum were prepared:–a model containing the front and right-bank part of the dam, for which no diaphragm wall, gravel columns and drainage ditch were provided for–a model of a segment of the right-bank dam including a diaphragm wall, drainage ditch and gravel columns under the dam (two variants with differing diaphragm wall lengths)–a model of the water dam segment accounting for gravel columns and a drainage ditch, but without a diaphragm wall. In the case of founding on gravel columns, the base was modelled as an anisotropic medium in terms of seepage properties, macroscopically equivalent to the actual soil medium.The numerical model utilises the finite element method. The geometry of the dam and geological substrate was defined in the GIS tools in the form of a 3D model of the terrain and geology of the substrate.

Numerical 3D simulations of seepage and the seepage stability of the right-bank dam of the Dry Flood Control Reservoir in Racibórz

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

This article presents the results of numerical simulations of seepage through the body of the dam and the reservoir bed. The purpose of this study was to...

Numerical 3D simulations of seepage and the seepage stability of the right-bank dam of the Dry Flood Control Reservoir in Racibórz

Article Category: Research Article

Publicado en línea: 05 jun 2018

Páginas: 11 - 20

Recibido: 18 oct 2017

Aceptado: 12 ene 2018

DOI: https://doi.org/10.2478/sgem-2018-0003

Palabras clave
Seepage, 3D simulation, anisotropy, gravel columns

© 2018 Tomasz Strzelecki et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Numerical 3D simulations of seepage and the seepage stability of the right-bank dam of the Dry Flood Control Reservoir in Racibórz

Article Category: Research Article

Publicado en línea: 05 jun 2018

Páginas: 11 - 20

Recibido: 18 oct 2017

Aceptado: 12 ene 2018

DOI: https://doi.org/10.2478/sgem-2018-0003

Palabras claveSeepage, 3D simulation, anisotropy, gravel columns

© 2018 Tomasz Strzelecki et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Palabras clave
Seepage, 3D simulation, anisotropy, gravel columns