3D-Groundwater Modeling with PMWIN
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1 Wen-Hsing Chiang 3D-Groundwater Modeling with PMWIN A Simulation System for Modeling Groundwater Flow and Transport Processes Second Edition With 242 Figures and 23 Tables 4y Springer
2 Contents 1 Introduction MODFLOW MODFLOW Related Codes Processing Modflow Pro PMWIN Pro and Environmental Data Management System Compatibility Issues 7 2 Modeling Environment The Grid Editor The Data Editor The Cell-by-Cell Input Method The Polygon Input Method The Polyline Input Method Specifying Data for Transient Simulations The File Menu New Model Open Model Convert Model Preferences Save Plot As Print Plot Animation The Grid Menu Mesh Size Layer Property Cell Status IBOUND (MODFLOW) ICBUND (MT3D/MT3DMS) Top of Layers (TOP) Bottom of Layers (BOT) The Parameters Menu 35
3 X Contents Time Initial & Prescribed Hydraulic Heads Horizontal Hydraulic Conductivity and Transmissivity Horizontal Anisotropy Vertical Leakance and Vertical Hydraulic Conductivity Vertical Anisotropy and Vertical Hydraulic Conductivity Effective Porosity Specific Storage, Storage Coefficient and Specific Yield Bulk Density Layer by Layer Cell by Cell The Models Menu MODFLOW MODFLOW Flow Packages Density MODFLOW Flow Packages j Drain MODFLOW Flow Packages j Evapotranspiration MODFLOW How Packages General-Head Boundary MODFLOW Flow Packages Horizontal-Flow Barrier MODFLOW Flow Packages Interbed Storage MODFLOW Flow Packages Recharge MODFLOW Flow Packages Reservoir MODFLOW Flow Packages River MODFLOW MODFLOW Flow Packages Flow Packages Streamflow-Routing 55 Time-Variant Specified-Head MODFLOW Flow Packages Well MODFLOW Flow Packages Wetting Capability MODFLOW Solvers MODFLOW Head Observations MODFLOW Drawdown Observations MODFLOW Subsidence Observations MODFLOW Compaction Observations MODFLOW Output Control MODFLOW Run MODFLOW View MOC3D MOC3D Subgrid MOC3D Initial Concentration MOC3D Advection MOC3D Dispersion & Chemical Reaction MOC3D Strong/Weak Hag MOC3D Observation Wells MOC3D Sink/Source Concentration 90
4 Contents XI MOC3D Output Control MOC3D Concentration Observation MOC3D Run MOC3D View MT3D MT3D Initial Concentration MT3D Advection MT3D Dispersion MT3D Chemical Reaction Layer by Layer MT3D Chemical Reaction j Cell by Cell MT3D Sink/Source Concentration MT3D Concentration Observations MT3D Output Control MT3D Run MT3D View MT3DMS A A MT3DMS Reaction Definition MT3DMS Initial Concentration MT3DMS Advection MT3DMS Dispersion MT3DMS Chemical Reaction MT3DMS Sink/Source Concentration MT3DMS Mass-Loading Rate MT3DMS Solver GCG MT3DMS Concentration Observations MT3DMS Output Control MT3DMS Run MT3DMS View Reaction Definition 117 Initial Concentration 119 Advection 119 Dispersion 119 Sorption Layer by Layer 119 Sorption Cell by Cell 120 Reaction Parameters Spatially Constant Sink/Source Concentration 120 Concentration Observations Output Control Run j View : MODFLOW-2000 (Parameter Estimation) MODFLOW-2000 (Parameter Estimation) Parameter List. _ 124
5 j! XII Contents I MODFLOW-2000 (Parameter Estimation) Head Observations MODFLOW-2000 (Parameter Estimation) Flow j Observations MODFLOW-2000 (Parameter Estimation) Run MODFLOW-2000 (Parameter Estimation) View. 135 I PEST (Parameter Estimation) PEST (Parameter Estimation) PEST (Parameter Estimation) PEST (Parameter Estimation) PEST (Parameter Estimation) PEST (Parameter Estimation) Parameter List Head Observations 148 Flow Observations 148 Run 149 View UCODE (Parameter Estimation) UCODE (Parameter Estimation) Parameter List UCODE (Parameter Estimation) Head Observations UCODE (Parameter Estimation) Drawdown Observations UCODE (Parameter Estimation) Run UCODE (Parameter Estimation) View PMPATH (Advective Transport) The Tools Menu Digitizer The Field Interpolator Interpolation Methods for Irregularly Spaced Data Using the Field Interpolator The Field Generator D Visualization D Visualization Results Extractor Water Budget The Value Menu Matrix Reset Matrix Polygons Points Search and Modify Import Results Import Package The Options Menu Map Environment 181
6 Contents XIII The Advective Transport Model PMPATH The Semi-analytical Particle Tracking Method Consideration of the display of the calculated pathlines Consideration of the spatial discretization and water table layers PMPATH Modeling Environment Viewing Window and cross-section windows Status bar Tool bar Open model Set particle Erase Particle Zoom In Zoom Out Particle Color Run Particles Backward Run Particles Backward Step by Step Stop Particle Tracking Run Particles Forward Step by Step Run Particles Forward PMPATH Options Menu Environment Particle Tracking (Time) Maps PMPATH Output Files Plots Hydraulic Heads Drawdowns Flow Velocities Particles 209 Tutorials Your First Groundwater Model with PMWIN Pro Overview of the Hypothetical Problem Run a Steady-State Flow Simulation Step 1: Create a New Model Step 2: Assign Model Data Step 3: Perform the Flow Simulation Step 4: Check Simulation Results Step 5: Calculate subregional water budget Step 6: Produce Output Simulation of Solute Transport Perform Transport Simulation with MT3DMS Perform Transport Simulation with MOC3D Parameter Estimation 247
7 XIV Contents Parameter Estimation with PEST Parameter Estimation with UCODE Animation Unconfined Aquifer System with Recharge Overview of the Hypothetical Problem Steady-state Flow Simulation Stepl: Create a New Model Step2: Generate the Model Grid Step 3: Refine the Model Grid Step 4: Assign Model Data Step 5: Perform steady-state flow simulation Step 6: Extract and view results Transient How Simulation Aquifer System with River Overview of the Hypothetical Problem Step 1: Create a New Model Step 2: Generate the Model Grid Step 3: Refine the Model Grid Step 4: Assign Model Data Step 5: Perform steady-state flow simulation Step 6: Extract and view results 279 Examples and Applications Basic Flow Problems Determination of Catchment Areas Use of the General-Head Boundary Condition Two-layer Aquifer System in which the Top layer Converts between Wet and Dry Water-Table Mount resulting from Local Recharge Perched Water Table An Aquifer System with Irregular Recharge and a Stream Flood in a River Simulation of Lakes EPA Instructional Problems Parameter Estimation and Pumping Test Basic Parameter Estimation Skill Estimation of Pumping Rates The Theis Solution - Transient Flow to a Well in a Confined Aquifer The Hantush and Jacob Solution - Transient Flow to a Well in a Leaky Confined Aquifer Parameter Estimation with MODFLOW-2000: Test Case Parameter Estimation with MODFLOW-2000: Test Case Geotechnical Problems Inflow of Water into an Excavation Pit 326
8 Contents XV Flow Net and Seepage under a Weir Seepage Surface through a Dam Cutoff Wall Compaction and Subsidence Solute Transport One-dimensional Dispersive Transport Two-dimensional Transport in a Uniform How Field Monod Kinetics Instantaneous Aerobic Biodegradation First-Order Parent-Daughter Chain Reactions Benchmark Problems and Application Examples from Literature Miscellaneous Topics Using the Field Interpolator An Example of Stochastic Modeling 356 Supplementary Information Limitation of PMWIN Pro Data Editor Boreholes and Observations Digitizer Field Interpolator Field Generator Water Budget Calculator File Formats ASCII Matrix File Contour Table File Grid Specification File Line Map File ASCII Time Parameter File Head/Drawdown/Concentration Observation Files Observation Boreholes File Layer Proportions File Observations File Complete Information File Flow Observation Files Cell Group File Flow Observations Data File Complete Information File Trace File Polygon File XYZ File Pathline File PMPATH Format MODPATH Format 372
9 XVI Contents Particles File Input Data Files of the supported Model Name File MODFLOW-88/ MODFLOW MODPATH and MODPATH-PLOT (version 1.x) MODPATH and MODPATH-PLOT (version 3.x) MOC3D MT3D MT3DMS PEST UCODE Using MODPATH with PMWIN Pro 380 References 383 Index 391
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The Numerical Method of Lines for Partial Differential Equations by Michael B. Cutlip, University of Connecticut and Mordechai Shacham, Ben-Gurion University of the Negev The method of lines is a general