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| Content Provider | Springer Nature Link |
|---|---|
| Author | Yager, Richard M. Voss, Clifford I. Southworth, Scott |
| Copyright Year | 2009 |
| Abstract | A numerical representation that explicitly represents the generalized three-dimensional anisotropy of folded fractured-sedimentary rocks in a groundwater model best reproduces the salient features of the flow system in the Shenandoah Valley, USA. This conclusion results from a comparison of four alternative representations of anisotropy in which the hydraulic-conductivity tensor represents the bedrock structure as (model A) anisotropic with variable strikes and dips, (model B) horizontally anisotropic with a uniform strike, (model C) horizontally anisotropic with variable strikes, and (model D) isotropic. Simulations using the US Geological Survey groundwater flow and transport model SUTRA are based on a representation of hydraulic conductivity that conforms to bedding planes in a three-dimensional structural model of the valley that duplicates the pattern of folded sedimentary rocks. In the most general representation, (model A), the directions of maximum and medium hydraulic conductivity conform to the strike and dip of bedding, respectively, while the minimum hydraulic-conductivity direction is perpendicular to bedding. Model A produced a physically realistic flow system that reflects the underlying bedrock structure, with a flow field that is significantly different from those produced by the other three models.Une représentation numérique qui traduit de manière explicite l’anisotropie généralisée en trois dimensions de roches sédimentaires plissées et fractures, dans un modèle hydrodynamique, reproduit le mieux les caractéristiques essentielles du système d’écoulement de la Vallée de Shenandoah (Etats-Unis). Cette conclusion repose sur la comparaison de quatre représentations possibles de l’anisotropie dans lesquelles le tenseur de perméabilité représente la structure du bedrock comme (modèle A) anisotrope avec des directions et des pendages variables, (model B) horizontalement anisotrope avec une direction uniforme, (modèle C) horizontalement anisotrope avec des directions variables, et (modèle D) isotrope. Des simulations à l’aide du modèle d’écoulement et de transport SUTRA de l’U.S.G.S. sont basées sur une représentation de la conductivité hydraulique concordante aux plans de stratification dans un modèle structural en trois dimensions de la vallée, qui transcrit l’agencement des roches sédimentaires plissées. Dans la représentation la plus générale, (model A), les directions des conductivités hydrauliques maximales et médianes concordent avec les directions et pendages des couches, respectivement, tandis que la direction des conductivité hydrauliques minimales est perpendiculaire à la stratification. Le Modèle A fournit un système d’écoulement physiquement réaliste qui reflète la structure du substratum sous-jacent, avec un champ d’écoulement significativement différent de ceux produits par les trois autres modèles.Una representación numérica que representa explícitamente la anisotropía generalizada tridimensional en rocas sedimentarias fracturadas plegadas en un modelo de aguas subterráneas es la que mejor reproduce las características más destacadas del sistema de flujo en el Shenandoah Valley, EEUU. Esta conclusión resulta de una comparación de 4 representaciones alternativas de anisotropías en las cuales el tensor de la conductividad hidráulica representa la estructura del basamento como (modelo A) anisotrópico con inclinación y rumbo variable, (modelo B) horizontalmente anisotrópico con un rumbo uniforme, (modelo C) horizontalmente anisotrópico con rumbos variables, y (modelo D) isotrópico. Las simulaciones usando el modelo de flujo y transporte del agua subterránea del US Geological Survey SUTRA están basadas en una representación de la conductividad hidráulica que se conforma con planos de estratificación en un modelo estructural tridimensional del valle que duplica el esquema de rocas sedimentarias plegadas. En la representación más general, (modelo A), las direcciones de la conductividad hidráulica máxima y media se adaptan al rumbo e inclinación de la estratificación, respectivamente, mientras que la dirección de conductividad hidráulica mínima es perpendicular a la estratificación. El modelo A produjo un sistema de flujo físicamente realista que refleja la estructura del basamento subyacente, con un campo de flujo que es significativamente diferente de aquellos producidos por los otros 3 modelos.地下水模型中可正确描述一般褶皱裂隙沉积岩三维各向异性的数值表述能很好的复制美国Shenandoah流域地下水流特征。该结论由下述四种描述各项异性的数值表述得出: 即渗透系数张量所代表的基岩结构为不同走向和倾向的各向异性 (模型A) , 走向一致的水平向各向异性 (模型B) , 走向不同的水平向各向异性 (模型C) , 和各向同性 (模型D) 。利用美国地质调查局地下水流与运移模型SUTRA的模拟是基于代表相应于流域中褶皱沉积岩模式三维结构模型中层面的渗透系数。在最常规的表述 (模型A ) 中, 渗透系数最大值和中间值的方向分别受层面的走向和倾向控制, 而最小值方向则与层面垂直。模型A产出了一个物理上现实的能反映下伏基岩结构的流动系统, 具有与其它三个模型显著不同的流场。A reprodução mais adequada das características relevantes do sistema de fluxo em Shenandoah Valley, EUA, é conseguida, num modelo de fluxo das águas subterrâneas, através de uma representação numérica explícita da anisotropia tri-dimensional generalizada de rochas sedimentares fracturadas e dobradas. Esta conclusão resulta da comparação entre quatro representações alternativas da anisotropia em que o tensor da condutividade hidráulica representa a estrutura do bedrock como (modelo A) anisotrópico com atitudes variáveis, (modelo B) anisotrópico na horizontal com direcção uniforme, (modelo C) anisotrópico na horizontal com direcção variável; (modelo D) isotrópico. As simulações conduzidas com o modelo de transporte e fluxo SUTRA, do USGS, baseiam-se na representação da condutividade hidráulica orientada segundo os planos de estratificação num modelo estrutural tri-dimensional que reproduz o padrão de dobramento das rochas sedimentares. Na representação mais geral (modelo A), as direcções de condutividade hidráulica máxima e média orientam-se, respectivamente, segundo a direcção e a inclinação da estratificação, enquanto a direcção de condutividade hidráulica mínima é perpendicular à estratificação. O Modelo A produziu uma representação fisicamente realista do sistema de fluxo que reflecte as características do bedrock, com uma representação de fluxo significativamente diferente da produzida pelos outros três modelos. |
| Starting Page | 1111 |
| Ending Page | 1131 |
| Page Count | 21 |
| File Format | |
| ISSN | 14312174 |
| Journal | Hydrogeology Journal |
| Volume Number | 17 |
| Issue Number | 5 |
| e-ISSN | 14350157 |
| Language | Portuguese |
| Publisher | Springer-Verlag |
| Publisher Date | 2009-01-25 |
| Publisher Institution | International Association of Hydrogeologists |
| Publisher Place | Berlin, Heidelberg |
| Access Restriction | One Nation One Subscription (ONOS) |
| Subject Keyword | USA Fractured rocks Numerical modeling Bedrock structure Anisotropy Waste Water Technology Water Pollution Control Water Management Aquatic Pollution Geology Hydrogeology |
| Content Type | Text |
| Resource Type | Article |
| Subject | Earth and Planetary Sciences Water Science and Technology |
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