Modelování transportu znečištění v blízkosti jímacího území Bzenec

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F07%3A01139364" target="_blank" >RIV/68407700:21110/07:01139364 - 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

Contaminant Transport Modeling in the Vicinity of Bzenec Water-withdrawal Area

Popis výsledku v původním jazyce

This article deals with numerical modelling of contaminant transport in a locality near Bzenec. From the 1970s to the 1990s, this locality was subjected to groundwater contamination by chlorohydrocarbons (PCE,TCE, DCE). The locality is known for its drinking water supplies, which serve for over 100 000 people. Since 1992 remediation of the locality has been in progress, with several breaks due to funding problems. Numerical modelling was used as a method for assessing the efficiency of remediation and for predicting the contaminant transport until the end of 2006. In order to model contaminant transport, a 3D groundwater flow model was first created, calibrated and verified in steady state. Then the transport model was built to simulate contaminant transport. The modelling of contaminant transport was solved by using several scenarios where the input values for the dispersion, sorption and decay parameters were verified using measured values of contaminant concentration.

Název v anglickém jazyce

Contaminant Transport Modeling in the Vicinity of Bzenec Water-withdrawal Area

Popis výsledku anglicky

This article deals with numerical modelling of contaminant transport in a locality near Bzenec. From the 1970s to the 1990s, this locality was subjected to groundwater contamination by chlorohydrocarbons (PCE,TCE, DCE). The locality is known for its drinking water supplies, which serve for over 100 000 people. Since 1992 remediation of the locality has been in progress, with several breaks due to funding problems. Numerical modelling was used as a method for assessing the efficiency of remediation and for predicting the contaminant transport until the end of 2006. In order to model contaminant transport, a 3D groundwater flow model was first created, calibrated and verified in steady state. Then the transport model was built to simulate contaminant transport. The modelling of contaminant transport was solved by using several scenarios where the input values for the dispersion, sorption and decay parameters were verified using measured values of contaminant concentration.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

DA - Hydrologie a limnologie

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2007

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Journal of Hydrology and Hydromechanics

ISSN

0042-790X

e-ISSN

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Svazek periodika

55

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

SK - Slovenská republika

Počet stran výsledku

11

Strana od-do

111-121

Kód UT WoS článku

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EID výsledku v databázi Scopus

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