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    Modeling Flow and Solute Transport in Fractured Porous Media at Jinping I-Hydropower Station, China

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 009
    Author:
    Yong Huang
    ,
    Z. Yu
    ,
    Zhifang Zhou
    ,
    Jinguo Wang
    ,
    Qiaona Guo
    DOI: 10.1061/(ASCE)HE.1943-5584.0000951
    Publisher: American Society of Civil Engineers
    Abstract: A model that couples the rock matrix and fracture flow is employed to simulate the flow and solute transport in fractured porous media. The porous matrix is represented using an equivalent continuum model, and discrete fractures are described using a discrete-fracture network model. Data on the fracture properties were collected from the study area to randomly generate the fractures. The model was calibrated and validated using the measured groundwater levels and tracer test data. The results indicate that the groundwater levels and concentrations simulated using the coupled model agree well with the observed data. In contrast, those obtained using the continuum model for the entire domain do not. In the fracture areas in which abnormal groundwater levels were observed (i.e., where the level was lower than the Yalong River stage), the coupled model effectively captures and replicates the primary geological and hydrogeological characteristics. Once again, the continuum model results do not. A sensitivity analysis of the parameters showed that an order of magnitude variation in the hydraulic conductivity corresponds to a 0.05–0.13% variation in groundwater levels, implying that changes in hydraulic conductivity have little effect on groundwater level. Additionally, a half order of magnitude increase or decrease in the dispersion parameters leads to a 0.6–4.26% variation in concentration. Thus, the response of the concentration to changes in dispersion parameters is not significant.
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      Modeling Flow and Solute Transport in Fractured Porous Media at Jinping I-Hydropower Station, China

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63825
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    contributor authorYong Huang
    contributor authorZ. Yu
    contributor authorZhifang Zhou
    contributor authorJinguo Wang
    contributor authorQiaona Guo
    date accessioned2017-05-08T21:50:27Z
    date available2017-05-08T21:50:27Z
    date copyrightSeptember 2014
    date issued2014
    identifier other%28asce%29hy%2E1943-7900%2E0000017.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63825
    description abstractA model that couples the rock matrix and fracture flow is employed to simulate the flow and solute transport in fractured porous media. The porous matrix is represented using an equivalent continuum model, and discrete fractures are described using a discrete-fracture network model. Data on the fracture properties were collected from the study area to randomly generate the fractures. The model was calibrated and validated using the measured groundwater levels and tracer test data. The results indicate that the groundwater levels and concentrations simulated using the coupled model agree well with the observed data. In contrast, those obtained using the continuum model for the entire domain do not. In the fracture areas in which abnormal groundwater levels were observed (i.e., where the level was lower than the Yalong River stage), the coupled model effectively captures and replicates the primary geological and hydrogeological characteristics. Once again, the continuum model results do not. A sensitivity analysis of the parameters showed that an order of magnitude variation in the hydraulic conductivity corresponds to a 0.05–0.13% variation in groundwater levels, implying that changes in hydraulic conductivity have little effect on groundwater level. Additionally, a half order of magnitude increase or decrease in the dispersion parameters leads to a 0.6–4.26% variation in concentration. Thus, the response of the concentration to changes in dispersion parameters is not significant.
    publisherAmerican Society of Civil Engineers
    titleModeling Flow and Solute Transport in Fractured Porous Media at Jinping I-Hydropower Station, China
    typeJournal Paper
    journal volume19
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000951
    treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 009
    contenttypeFulltext
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