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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2018-01-01
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Online Access: | https://doi.org/10.1051/e3sconf/20185400036 |
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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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