Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flow

Tailings which are by-product of the extraction of various metals (copper, gold, silver, molybdenum, etc.) are often stored in so called Tailings Storage Facilities (TSF), where they are deposited as a soil-water mixture by spigotting. In many cases the water discharged together with tailings to the...

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Main Author: Świdziński Waldemar
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:E3S Web of Conferences
Online Access:https://doi.org/10.1051/e3sconf/20185400036
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spelling doaj-b4edbe7434c146d6891b3e474a852e1d2021-02-02T05:35:18ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01540003610.1051/e3sconf/20185400036e3sconf_swim2018_00036Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flowŚwidziński Waldemar0Institute of Hydro-Engineering, Polish Academy of Sciences, IBW PANTailings which are by-product of the extraction of various metals (copper, gold, silver, molybdenum, etc.) are often stored in so called Tailings Storage Facilities (TSF), where they are deposited as a soil-water mixture by spigotting. In many cases the water discharged together with tailings to the TSF is rich in salts and other chemical compounds imposing negative pressure to the groundwater environment. Even in the case of total or partial lining of such facilities and well-developed drainage systems to control leaching, some portion of contaminated water often seeps either through the surrounding dams or the bed into adjacent groundwater bodies. Numerical models can be very helpful tools to assess the extent of the contamination and particularly to predict its potential development in the future. This paper and the companion one describe such a numerical model developed for Żelazny Most Tailings Storage Facility (south-west Poland), one of the world’s largest tailings sites. In the first part general information about the facility is provided and a 3D hydrogeological numerical model of the structure is described. Groundwater flow pattern near the facility obtained from numerical simulations is confronted with the measurements from a comprehensively developed monitoring system. Part II will be focused on the modelling of chloride transport in groundwater.https://doi.org/10.1051/e3sconf/20185400036
collection DOAJ
language English
format Article
sources DOAJ
author Świdziński Waldemar
spellingShingle Świdziński Waldemar
Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flow
E3S Web of Conferences
author_facet Świdziński Waldemar
author_sort Świdziński Waldemar
title Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flow
title_short Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flow
title_full Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flow
title_fullStr Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flow
title_full_unstemmed Modeling groundwater flow and salinity evolution near TSF Żelazny Most. Part I – groundwater flow
title_sort modeling groundwater flow and salinity evolution near tsf żelazny most. part i – groundwater flow
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2018-01-01
description Tailings which are by-product of the extraction of various metals (copper, gold, silver, molybdenum, etc.) are often stored in so called Tailings Storage Facilities (TSF), where they are deposited as a soil-water mixture by spigotting. In many cases the water discharged together with tailings to the TSF is rich in salts and other chemical compounds imposing negative pressure to the groundwater environment. Even in the case of total or partial lining of such facilities and well-developed drainage systems to control leaching, some portion of contaminated water often seeps either through the surrounding dams or the bed into adjacent groundwater bodies. Numerical models can be very helpful tools to assess the extent of the contamination and particularly to predict its potential development in the future. This paper and the companion one describe such a numerical model developed for Żelazny Most Tailings Storage Facility (south-west Poland), one of the world’s largest tailings sites. In the first part general information about the facility is provided and a 3D hydrogeological numerical model of the structure is described. Groundwater flow pattern near the facility obtained from numerical simulations is confronted with the measurements from a comprehensively developed monitoring system. Part II will be focused on the modelling of chloride transport in groundwater.
url https://doi.org/10.1051/e3sconf/20185400036
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