Inverse Hydraulic And Transport Model of Groundwater Recovery Experiment Using Mixed-dimensional Concept
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F46747885%3A24220%2F21%3A00008888" target="_blank" >RIV/46747885:24220/21:00008888 - isvavai.cz</a>
Alternative codes found
RIV/60460709:41330/21:88586
Result on the web
<a href="https://www.sciencedirect.com/science/article/pii/S1365160921001209" target="_blank" >https://www.sciencedirect.com/science/article/pii/S1365160921001209</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.ijrmms.2021.104734" target="_blank" >10.1016/j.ijrmms.2021.104734</a>
Alternative languages
Result language
angličtina
Original language name
Inverse Hydraulic And Transport Model of Groundwater Recovery Experiment Using Mixed-dimensional Concept
Original language description
Understanding evolution of groundwater hydraulic and chemical conditions is important for safety assessment of radioactive waste disposal. Perturbations to groundwater can occur due to the construction and operation of the underground facility. The initial perturbations and their recovery after the tunnel closure were observed in the Groundwater REcovery Experiment in Tunnel (GREET) in Mizunami, Japan, at 500-m depth in granite. In a 100-m-long tunnel, 50 m was isolated by building a plug. Aside from other measurement and exploration data, groundwater pressures and chemical composition were monitored in boreholes with 24 packer sections. This work used numerical modelling to better understand and be able to predict the observed water flow and solute transport phenomena. The model covered 100-m scale around the tunnel and was divided into a continuum far-field domain and a near-field domain with deterministic discrete fractures and matrix blocks. A mixed-hybrid finite element solution was used with independent degrees of freedom for 3D and 2D elements. Modelling started with a blind prediction followed by a calibration (inverse model) for drainage and flooding experiment phases. The inverse hydraulic model fitted the more/less communicating sections and estimated transmissivity and conductivity parameters that are consistent for the two phases. The model sensitivity on transport parameters was insufficient for the inverse model, which can use only simplified measured evolution to avoid noisy data.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20701 - Environmental and geological engineering, geotechnics
Result continuities
Project
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Continuities
N - Vyzkumna aktivita podporovana z neverejnych zdroju
Others
Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
International Journal of Rock Mechanics and Mining Sciences
ISSN
1365-1609
e-ISSN
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Volume of the periodical
144
Issue of the periodical within the volume
AUG
Country of publishing house
GB - UNITED KINGDOM
Number of pages
14
Pages from-to
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UT code for WoS article
000675895200004
EID of the result in the Scopus database
2-s2.0-85107152479