Finite volume modelling for groundwater flow simulations

 
9783659508189: Finite volume modelling for groundwater flow simulations
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In this work, three finite volume discretisations of the two-dimensional diffusion equation, governing groundwater flow and for use with structured quadrilateral meshes, have been developed. The three methods rely on a cell-centred finite volume approach, but show distinct differences in the choice of: gradient approximation, head interpolations and control volume. They have been implemented into MODFLOW to enhance its capability in simulating accurately natural aquifer boundaries. A time implicit formulation has been used in each model. Five test examples have been undertaken to compare the performance of the newly developed methods against MODFLOW predictions and analytical results. The accuracy of the results obtained was found to depend on the spatial and temporal discretisations. One of the three developed methods proved its robustness, with regard to mesh non-orthogonality and skewness, and has been tested with a field case study. A discussion about the performance of the new developed finite volume model has been included and the model has been shown to perform well in comparison with MODFLOW.

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Book Description Condition: New. Publisher/Verlag: LAP Lambert Academic Publishing | 2D finite volume techniques for integrating non-orthogonal grid capability into MODFLOW | In this work, three finite volume discretisations of the two-dimensional diffusion equation, governing groundwater flow and for use with structured quadrilateral meshes, have been developed. The three methods rely on a cell-centred finite volume approach, but show distinct differences in the choice of: gradient approximation, head interpolations and control volume. They have been implemented into MODFLOW to enhance its capability in simulating accurately natural aquifer boundaries. A time implicit formulation has been used in each model. Five test examples have been undertaken to compare the performance of the newly developed methods against MODFLOW predictions and analytical results. The accuracy of the results obtained was found to depend on the spatial and temporal discretisations. One of the three developed methods proved its robustness, with regard to mesh non-orthogonality and skewness, and has been tested with a field case study. A discussion about the performance of the new developed finite volume model has been included and the model has been shown to perform well in comparison with MODFLOW. | Format: Paperback | Language/Sprache: english | 248 pp. Seller Inventory # K9783659508189

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Book Description LAP Lambert Academic Publishing. Paperback. Condition: New. 248 pages. Dimensions: 9.0in. x 6.0in. x 0.6in.In this work, three finite volume discretisations of the two-dimensional diffusion equation, governing groundwater flow and for use with structured quadrilateral meshes, have been developed. The three methods rely on a cell-centred finite volume approach, but show distinct differences in the choice of: gradient approximation, head interpolations and control volume. They have been implemented into MODFLOW to enhance its capability in simulating accurately natural aquifer boundaries. A time implicit formulation has been used in each model. Five test examples have been undertaken to compare the performance of the newly developed methods against MODFLOW predictions and analytical results. The accuracy of the results obtained was found to depend on the spatial and temporal discretisations. One of the three developed methods proved its robustness, with regard to mesh non-orthogonality and skewness, and has been tested with a field case study. A discussion about the performance of the new developed finite volume model has been included and the model has been shown to perform well in comparison with MODFLOW. This item ships from multiple locations. Your book may arrive from Roseburg,OR, La Vergne,TN. Paperback. Seller Inventory # 9783659508189

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Book Description LAP Lambert Academic Publishing Apr 2015, 2015. Taschenbuch. Condition: Neu. Neuware - In this work, three finite volume discretisations of the two-dimensional diffusion equation, governing groundwater flow and for use with structured quadrilateral meshes, have been developed. The three methods rely on a cell-centred finite volume approach, but show distinct differences in the choice of: gradient approximation, head interpolations and control volume. They have been implemented into MODFLOW to enhance its capability in simulating accurately natural aquifer boundaries. A time implicit formulation has been used in each model. Five test examples have been undertaken to compare the performance of the newly developed methods against MODFLOW predictions and analytical results. The accuracy of the results obtained was found to depend on the spatial and temporal discretisations. One of the three developed methods proved its robustness, with regard to mesh non-orthogonality and skewness, and has been tested with a field case study. A discussion about the performance of the new developed finite volume model has been included and the model has been shown to perform well in comparison with MODFLOW. 248 pp. Englisch. Seller Inventory # 9783659508189

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Book Description LAP Lambert Academic Publishing Apr 2015, 2015. Taschenbuch. Condition: Neu. Neuware - In this work, three finite volume discretisations of the two-dimensional diffusion equation, governing groundwater flow and for use with structured quadrilateral meshes, have been developed. The three methods rely on a cell-centred finite volume approach, but show distinct differences in the choice of: gradient approximation, head interpolations and control volume. They have been implemented into MODFLOW to enhance its capability in simulating accurately natural aquifer boundaries. A time implicit formulation has been used in each model. Five test examples have been undertaken to compare the performance of the newly developed methods against MODFLOW predictions and analytical results. The accuracy of the results obtained was found to depend on the spatial and temporal discretisations. One of the three developed methods proved its robustness, with regard to mesh non-orthogonality and skewness, and has been tested with a field case study. A discussion about the performance of the new developed finite volume model has been included and the model has been shown to perform well in comparison with MODFLOW. 248 pp. Englisch. Seller Inventory # 9783659508189

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Book Description LAP Lambert Academic Publishing, United States, 2015. Paperback. Condition: New. Language: English . Brand New Book ***** Print on Demand *****.In this work, three finite volume discretisations of the two-dimensional diffusion equation, governing groundwater flow and for use with structured quadrilateral meshes, have been developed. The three methods rely on a cell-centred finite volume approach, but show distinct differences in the choice of: gradient approximation, head interpolations and control volume. They have been implemented into MODFLOW to enhance its capability in simulating accurately natural aquifer boundaries. A time implicit formulation has been used in each model. Five test examples have been undertaken to compare the performance of the newly developed methods against MODFLOW predictions and analytical results. The accuracy of the results obtained was found to depend on the spatial and temporal discretisations. One of the three developed methods proved its robustness, with regard to mesh non-orthogonality and skewness, and has been tested with a field case study. A discussion about the performance of the new developed finite volume model has been included and the model has been shown to perform well in comparison with MODFLOW. Seller Inventory # AAV9783659508189

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Book Description LAP Lambert Academic Publishing Apr 2015, 2015. Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Neuware - In this work, three finite volume discretisations of the two-dimensional diffusion equation, governing groundwater flow and for use with structured quadrilateral meshes, have been developed. The three methods rely on a cell-centred finite volume approach, but show distinct differences in the choice of: gradient approximation, head interpolations and control volume. They have been implemented into MODFLOW to enhance its capability in simulating accurately natural aquifer boundaries. A time implicit formulation has been used in each model. Five test examples have been undertaken to compare the performance of the newly developed methods against MODFLOW predictions and analytical results. The accuracy of the results obtained was found to depend on the spatial and temporal discretisations. One of the three developed methods proved its robustness, with regard to mesh non-orthogonality and skewness, and has been tested with a field case study. A discussion about the performance of the new developed finite volume model has been included and the model has been shown to perform well in comparison with MODFLOW. 248 pp. Englisch. Seller Inventory # 9783659508189

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