3D-Groundwater Modeling with PMWIN: A Simulation System for by Professor Dr.-Ing. Wen-Hsing Chiang, Professor Dr.-Ing.

By Professor Dr.-Ing. Wen-Hsing Chiang, Professor Dr.-Ing. Wolfgang Kinzelbach (auth.)

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Extra info for 3D-Groundwater Modeling with PMWIN: A Simulation System for Modeling Groundwater Flow and Pollution

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From the Value menu (or Press Ctr1+B). The Browse Matrix dialog box appears (Fig. 10). Each cell of the spreadsheet corresponds to a model cell in the current layer. You can load an ASCII Matrix file into the spreadsheet or save the spreadsheet in an ASCII Matrix file by clicking Load or Save. Altematively, you may select Results Extractor from the Value menu, read the head results and use an additional Apply button in the Results Extractor dialog box to put the data into the Presentation matrix.

A List of Ca libration Parameters (PEST) dialog box appears. The options of the dialog box are grouped under five tabs - Parameters, Group Definitions, Prior Information, Contral Data and Options. 2. )j) from Parameters table and enter values shown in Fig. 37 into the table. PARVALI is the initial guess ofthe parameter. PARLBUD is the lower bound and PAR UB UD is the upper bound of the parameter. ~ To run PEST 1. Choose PEST (Inverse Modeling) > Run ... from the Models menu. The Run PEST dialog box appears (Fig.

2 Perform Transport Simulation with MOC3D In MOC3D, transport may be simulated within a subgrid, which is a window within the primary model grid used to simulate flow. Within the subgrid, the row and column spacing must be uniform, but the thickness can vary from cell to cell and layer to layer. However, the range in thickness values (or product ofthickness and effective porosity) should be as small as possible. The initial concentration must be specified throughout the subgrid within which solute transport occurs.

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3D-Groundwater Modeling with PMWIN: A Simulation System for by Professor Dr.-Ing. Wen-Hsing Chiang, Professor Dr.-Ing.
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