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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

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20701 - Environmental and geological engineering, geotechnics

Result continuities

  • Project

  • 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

  • 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

  • UT code for WoS article

    000675895200004

  • EID of the result in the Scopus database

    2-s2.0-85107152479