3D-Groundwater Modeling with PMWIN

Save this PDF as:
 WORD  PNG  TXT  JPG

Size: px
Start display at page:

Download "3D-Groundwater Modeling with PMWIN"

Transcription

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

Processing Modflow A Simulation System for Modeling Groundwater Flow and Pollution. Wen-Hsing Chiang and Wolfgang Kinzelbach

Processing Modflow A Simulation System for Modeling Groundwater Flow and Pollution. Wen-Hsing Chiang and Wolfgang Kinzelbach Processing Modflow A Simulation System for Modeling Groundwater Flow and Pollution Wen-Hsing Chiang and Wolfgang Kinzelbach December 1998 Contents Preface 1. Introduction... 1 System Requirements... 4

More information

USER S GUIDE FOR MODTOOLS: COMPUTER PROGRAMS FOR TRANSLATING DATA OF MODFLOW AND MODPATH INTO GEOGRAPHIC INFORMATION SYSTEM FILES

USER S GUIDE FOR MODTOOLS: COMPUTER PROGRAMS FOR TRANSLATING DATA OF MODFLOW AND MODPATH INTO GEOGRAPHIC INFORMATION SYSTEM FILES USER S GUIDE FOR MODTOOLS: COMPUTER PROGRAMS FOR TRANSLATING DATA OF MODFLOW AND MODPATH INTO GEOGRAPHIC INFORMATION SYSTEM FILES U.S. GEOLOGICAL SURVEY Open-File Report 97 240 MODFLOW MODPATH MODTOOLS

More information

ALL GROUND-WATER HYDROLOGY WORK IS MODELING. A Model is a representation of a system.

ALL GROUND-WATER HYDROLOGY WORK IS MODELING. A Model is a representation of a system. ALL GROUND-WATER HYDROLOGY WORK IS MODELING A Model is a representation of a system. Modeling begins when one formulates a concept of a hydrologic system, continues with application of, for example, Darcy's

More information

Numerical Modelling of Water Flow (Seepage) in the Karun 4 Dam and Abutments (Steady State)

Numerical Modelling of Water Flow (Seepage) in the Karun 4 Dam and Abutments (Steady State) Numerical Modelling of Water Flow (Seepage) in the Karun 4 Dam and Abutments (Steady State) Mohammad Hosseiny Sohi 03 November 2015 Contents: Objectives Karun River & Karun 4 Dam in Iran Geology of dam

More information

4. Right click grid ( ) and select New MODFLOW, then select Packages, enabling both the optional Well and Recharge option.

4. Right click grid ( ) and select New MODFLOW, then select Packages, enabling both the optional Well and Recharge option. Groundwater Hydrology CE 40460 Example 1 -- Grid Approach Building a grid is the first step in creating a groundwater model using GMS, and it requires the following components: top and bottom elevations,

More information

2.10 Water Level Maps

2.10 Water Level Maps .10 Water Level Maps Maps of the water table for an unconfined aquifer or of the potentiometric surface of a confined aquifer are basic tools of hydrogeologic interpretation. These maps are two-dimensional

More information

Up Previous Next Print This example reproduces the model in the MODFLOW-2005 documentation (Harbaugh, 2005) except that parameters are not used.

Up Previous Next Print This example reproduces the model in the MODFLOW-2005 documentation (Harbaugh, 2005) except that parameters are not used. Página 1 de 5 Simple Model This example reproduces the model in the MODFLOW-2005 documentation (Harbaugh, 2005) except that parameters are not used. Simple Model: Generating the Grid Model Configuration

More information

By Michael L. Merritt and Leonard F. Konikow. U.S. Geological Survey. Water-Resources Investigations Report 00-4167

By Michael L. Merritt and Leonard F. Konikow. U.S. Geological Survey. Water-Resources Investigations Report 00-4167 Documentation of a Computer Program to Simulate Lake-Aquifer Interaction Using the MODFLOW Ground-Water Flow Model and the MOC3D Solute-Transport Model By Michael L. Merritt and Leonard F. Konikow U.S.

More information

Using GIS Data With HEC-RAS

Using GIS Data With HEC-RAS C H A P T E R 14 Using GIS Data With HEC-RAS HEC-RAS has the ability to import three-dimensional (3D) river schematic and cross section data created in a GIS or CADD system. While the HEC- RAS software

More information

Principles of groundwater flow

Principles of groundwater flow Principles of groundwater flow Hydraulic head is the elevation to which water will naturally rise in a well (a.k.a. static level). Any well that is not being pumped will do for this, but a well that is

More information

Introduction to Visualization with VTK and ParaView

Introduction to Visualization with VTK and ParaView Introduction to Visualization with VTK and ParaView R. Sungkorn and J. Derksen Department of Chemical and Materials Engineering University of Alberta Canada August 24, 2011 / LBM Workshop 1 Introduction

More information

Embankment Consolidation

Embankment Consolidation Embankment Consolidation 36-1 Embankment Consolidation In this tutorial, RS2 is used for a coupled analysis of a road embankment subject to loading from typical daily traffic. Model Start the RS2 9.0 Model

More information

Applying a circular load. Immediate and consolidation settlement. Deformed contours. Query points and query lines. Graph query.

Applying a circular load. Immediate and consolidation settlement. Deformed contours. Query points and query lines. Graph query. Quick Start Tutorial 1-1 Quick Start Tutorial This quick start tutorial will cover some of the basic features of Settle3D. A circular load is applied to a single soil layer and settlements are examined.

More information

Tutorial - PEST. Visual MODFLOW Flex. Integrated Conceptual & Numerical Groundwater Modeling

Tutorial - PEST. Visual MODFLOW Flex. Integrated Conceptual & Numerical Groundwater Modeling Tutorial - PEST Visual MODFLOW Flex Integrated Conceptual & Numerical Groundwater Modeling PEST with Pilot Points Tutorial This exercise demonstrates some of the advanced and exiting opportunities for

More information

Proxy Simulation of In-Situ Bioremediation System using Artificial Neural Network

Proxy Simulation of In-Situ Bioremediation System using Artificial Neural Network Proxy Simulation of In-Situ Bioremediation System using Artificial Neural Network Deepak Kumar PhD Student Civil Engineering Department, IIT Delhi- 110016 ABSTRACT In-situ bioremediation is one of the

More information

2D Modeling of Urban Flood Vulnerable Areas

2D Modeling of Urban Flood Vulnerable Areas 2D Modeling of Urban Flood Vulnerable Areas Sameer Dhalla, P.Eng. Dilnesaw Chekol, Ph.D. A.D. Latornell Conservation Symposium November 22, 2013 Outline 1. Toronto and Region 2. Evolution of Flood Management

More information

USER S GUIDE TO MODEL VIEWER, A PROGRAM FOR THREE-DIMENSIONAL VISUALIZATION OF GROUND-WATER MODEL RESULTS

USER S GUIDE TO MODEL VIEWER, A PROGRAM FOR THREE-DIMENSIONAL VISUALIZATION OF GROUND-WATER MODEL RESULTS USER S GUIDE TO MODEL VIEWER, A PROGRAM FOR THREE-DIMENSIONAL VISUALIZATION OF GROUND-WATER MODEL RESULTS Open-File Report 02-106 U.S. Department of the Interior U.S. Geological Survey USER S GUIDE TO

More information

MODFLOW-2000, THE U.S. GEOLOGICAL SURVEY MODULAR GROUND-WATER MODEL USER GUIDE TO MODULARIZATION CONCEPTS AND THE GROUND-WATER FLOW PROCESS

MODFLOW-2000, THE U.S. GEOLOGICAL SURVEY MODULAR GROUND-WATER MODEL USER GUIDE TO MODULARIZATION CONCEPTS AND THE GROUND-WATER FLOW PROCESS MODFLOW-2000, THE U.S. GEOLOGICAL SURVEY MODULAR GROUND-WATER MODEL USER GUIDE TO MODULARIZATION CONCEPTS AND THE GROUND-WATER FLOW PROCESS By Arlen W. Harbaugh 1, Edward R. Banta 2, Mary C. Hill 3, and

More information

Submission hessd-11-3083-2014

Submission hessd-11-3083-2014 Submission hessd-11-3083-2014 Reply to Anonymous Referee #1 by M.A Gusyev, D. Abrams, M.W. Toews, U. Morgenstern and M.K. Stewart. Comment: The manuscript describes an application of the USGS particle

More information

LAPLACE'S EQUATION OF CONTINUITY

LAPLACE'S EQUATION OF CONTINUITY LAPLACE'S EQUATION OF CONTINUITY y z Steady-State Flow around an impervious Sheet Pile Wall Consider water flow at Point A: v = Discharge Velocity in Direction Figure 5.11. Das FGE (2005). v z = Discharge

More information

Revised Multi-Node Well (MNW2) Package for MODFLOW Ground-Water Flow Model

Revised Multi-Node Well (MNW2) Package for MODFLOW Ground-Water Flow Model Revised Multi-Node Well (MNW2) Package for MODFLOW Ground-Water Flow Model Techniques and Methods 6 A30 U.S. Department of the Interior U.S. Geological Survey Cover: Schematic cross section showing flow

More information

Boundary Conditions of the First Kind (Dirichlet Condition)

Boundary Conditions of the First Kind (Dirichlet Condition) Groundwater Modeling Boundary Conditions Boundary Conditions of the First Kind (Dirichlet Condition) Known pressure (velocity potential or total heard) head, e.g. constant or varying in time or space.

More information

Understanding Complex Models using Visualization: San Bernardino Valley Ground-water Basin, Southern California

Understanding Complex Models using Visualization: San Bernardino Valley Ground-water Basin, Southern California Understanding Complex Models using Visualization: San Bernardino Valley Ground-water Basin, Southern California Zhen Li and Wesley R. Danskin U.S. Geological Survey, zhenli@usgs.gov, wdanskin@usgs.gov,

More information

Steady Flow: Laminar and Turbulent in an S-Bend

Steady Flow: Laminar and Turbulent in an S-Bend STAR-CCM+ User Guide 6663 Steady Flow: Laminar and Turbulent in an S-Bend This tutorial demonstrates the flow of an incompressible gas through an s-bend of constant diameter (2 cm), for both laminar and

More information

Hydrogeological Data Visualization

Hydrogeological Data Visualization Conference of Junior Researchers in Civil Engineering 209 Hydrogeological Data Visualization Boglárka Sárközi BME Department of Photogrammetry and Geoinformatics, e-mail: sarkozi.boglarka@fmt.bme.hu Abstract

More information

Eurocode 7 - Geotechnical design - Part 2 Ground investigation and testing

Eurocode 7 - Geotechnical design - Part 2 Ground investigation and testing Brussels, 18-20 February 2008 Dissemination of information workshop 1 Eurocode 7 - Geotechnical design - Part 2 Ground investigation and testing Dr.-Ing. Bernd Schuppener, Federal Waterways Engineering

More information

Aquifer Simulation Model for Use on Disk Supported Small Computer Systems

Aquifer Simulation Model for Use on Disk Supported Small Computer Systems ISWS-73-CIR 114 Circular 114 STATE OF ILLINOIS DEPARTMENT OF REGISTRATION AND EDUCATION Aquifer Simulation Model for Use on Disk Supported Small Computer Systems by T. A. PRICKETT and C. G. LONNQUIST ILLINOIS

More information

Trace Layer Import for Printed Circuit Boards Under Icepak

Trace Layer Import for Printed Circuit Boards Under Icepak Tutorial 13. Trace Layer Import for Printed Circuit Boards Under Icepak Introduction: A printed circuit board (PCB) is generally a multi-layered board made of dielectric material and several layers of

More information

A Graphical-User Interface for the U.S. Geological Survey s SUTRA Code using Argus ONE

A Graphical-User Interface for the U.S. Geological Survey s SUTRA Code using Argus ONE U.S. Department of the Interior U.S. Geological Survey A Graphical-User Interface for the U.S. Geological Survey s SUTRA Code using Argus ONE (for Simulation of Variable-Density Saturated-Unsaturated Ground-Water

More information

NGEST Effluent Recovery Scheme tekopohjavettä jätevedestä. 6.10.2010 / Suvi Niini

NGEST Effluent Recovery Scheme tekopohjavettä jätevedestä. 6.10.2010 / Suvi Niini NGEST Effluent Recovery Scheme tekopohjavettä jätevedestä 6.10.2010 / Suvi Niini NGEST Effluent Recovery Scheme Part of a larger Northern Gaza Emergency Sewage Treatment Project (NGEST) with several donors

More information

Numerical Simulation of Saltwater Intrusion in Response to Sea-Level Rise. C.D. Langevin 1 and A.M. Dausman 2

Numerical Simulation of Saltwater Intrusion in Response to Sea-Level Rise. C.D. Langevin 1 and A.M. Dausman 2 Numerical Simulation of Saltwater Intrusion in Response to Sea-Level Rise C.D. Langevin 1 and A.M. Dausman 2 U.S. Geological Survey, Florida Integrated Science Center Water and Restoration Studies, 9100

More information

Water- Resources Investigations Report 01-4158. U.S. Geological Survey

Water- Resources Investigations Report 01-4158. U.S. Geological Survey Approach for Delineation of Contributing Areas and Zones of Transport to Selected Public-Supply Wells Using a Regional Ground-Water Flow Model, Palm Beach County, Florida Water- Resources Investigations

More information

SANTA BARBARA, CURACAO LANDSIDE KARST AQUIFER PIT - A SUSTAINABLE SEAWATER INTAKE SOURCE

SANTA BARBARA, CURACAO LANDSIDE KARST AQUIFER PIT - A SUSTAINABLE SEAWATER INTAKE SOURCE SANTA BARBARA, CURACAO LANDSIDE KARST AQUIFER PIT - A SUSTAINABLE SEAWATER INTAKE SOURCE George A. Schlutermann, P.G., PB Americas, Inc., Orlando, FL William Conlon, P.E., DEE, F.ASCE,Doosan Hydro Technology,

More information

Appendix C - Risk Assessment: Technical Details. Appendix C - Risk Assessment: Technical Details

Appendix C - Risk Assessment: Technical Details. Appendix C - Risk Assessment: Technical Details Appendix C - Risk Assessment: Technical Details Page C1 C1 Surface Water Modelling 1. Introduction 1.1 BACKGROUND URS Scott Wilson has constructed 13 TUFLOW hydraulic models across the London Boroughs

More information

Chapter 12 - HYDROLOGICAL MEASUREMENTS

Chapter 12 - HYDROLOGICAL MEASUREMENTS Water Quality Monitoring - A Practical Guide to the Design and Implementation of Freshwater Quality Studies and Monitoring Programmes Edited by Jamie Bartram and Richard Ballance Published on behalf of

More information

External bluff-body flow-cfd simulation using ANSYS Fluent

External bluff-body flow-cfd simulation using ANSYS Fluent External bluff-body flow-cfd simulation using ANSYS Fluent External flow over a bluff body is complex, three-dimensional, and vortical. It is massively separated and it exhibits vortex shedding. Thus,

More information

OPTIMAL GRONDWATER MONITORING NETWORK DESIGN FOR POLLUTION PLUME ESTIMATION WITH ACTIVE SOURCES

OPTIMAL GRONDWATER MONITORING NETWORK DESIGN FOR POLLUTION PLUME ESTIMATION WITH ACTIVE SOURCES Int. J. of GEOMATE, Int. June, J. of 14, GEOMATE, Vol. 6, No. June, 2 (Sl. 14, No. Vol. 12), 6, pp. No. 864-869 2 (Sl. No. 12), pp. 864-869 Geotech., Const. Mat. & Env., ISSN:2186-2982(P), 2186-299(O),

More information

Water Supply. Simulation of Water Distribution Networks. Mohammad N. Almasri. Optimal Design of Water Distribution Networks Mohammad N.

Water Supply. Simulation of Water Distribution Networks. Mohammad N. Almasri. Optimal Design of Water Distribution Networks Mohammad N. Water Supply Simulation of Water Distribution Networks The Use of EPANET Mohammad N. Almasri 1 Introduction This presentation focuses on two issues: The simulation of water distribution networks (WDNs)

More information

A Decision Support System (DSS) for Integrated Water Resources Management WEAP- MODFLOW DSS. K. Schelkes et al., BGR Hannover

A Decision Support System (DSS) for Integrated Water Resources Management WEAP- MODFLOW DSS. K. Schelkes et al., BGR Hannover A Decision Support System (DSS) for Integrated Water Resources Management WEAP- MODFLOW DSS K. Schelkes et al., BGR Hannover Outline Introduction WEAP Software developments Pilot study Zabadani Examples

More information

User s Manual for WHI UnSat Suite (includes Visual HELP) The intuitive unsaturated zone analysis package

User s Manual for WHI UnSat Suite (includes Visual HELP) The intuitive unsaturated zone analysis package User s Manual for WHI UnSat Suite (includes Visual HELP) The intuitive unsaturated zone analysis package Developed by: Waterloo Hydrogeologic, Inc. i ii November 2004 License Agreement Waterloo Hydrogeologic

More information

Multi-Block Gridding Technique for FLOW-3D Flow Science, Inc. July 2004

Multi-Block Gridding Technique for FLOW-3D Flow Science, Inc. July 2004 FSI-02-TN59-R2 Multi-Block Gridding Technique for FLOW-3D Flow Science, Inc. July 2004 1. Introduction A major new extension of the capabilities of FLOW-3D -- the multi-block grid model -- has been incorporated

More information

Set up and solve a transient problem using the pressure-based solver and VOF model.

Set up and solve a transient problem using the pressure-based solver and VOF model. Tutorial 18. Using the VOF Model This tutorial was run using ANSYS FLUENT 12.1. The results have been updated to reflect the change in the default setting of node-based smoothing for the surface tension

More information

Fundamentals of Heat and Mass Transfer

Fundamentals of Heat and Mass Transfer 2008 AGI-Information Management Consultants May be used for personal purporses only or by libraries associated to dandelon.com network. SIXTH EDITION Fundamentals of Heat and Mass Transfer FRANK P. INCROPERA

More information

1.24 APPLICATION AND DEVELOPMENT OF THE OFIS MODEL WITHIN THE FRAMEWORK OF CITYDELTA

1.24 APPLICATION AND DEVELOPMENT OF THE OFIS MODEL WITHIN THE FRAMEWORK OF CITYDELTA 1.24 APPLICATION AND DEVELOPMENT OF THE MODEL WITHIN THE FRAMEWORK OF CITYDELTA Nicolas Moussiopoulos and Ioannis Douros Laboratory of Heat Transfer and Environmental Engineering, Aristotle University

More information

CONCEPTS AND MODELING IN GROUND-WATER HYDROLOGY- A SELF-PACED TRAINING COURSE

CONCEPTS AND MODELING IN GROUND-WATER HYDROLOGY- A SELF-PACED TRAINING COURSE CONCEPTS AND MODELING IN GROUND-WATER HYDROLOGY- A SELF-PACED TRAINING COURSE by O. L Franke, G.D. Bennett, T.E. Reilly, R.L. Laney, H.T. Buxton, and RJ. Sun U.S. GEOLOGICAL SURVEY Open-File Report 90-707

More information

VIEWLOG Geophysical Analysis Tutorial

VIEWLOG Geophysical Analysis Tutorial VIEWLOG Geophysical Analysis Tutorial Version 4.00 Oct. 2011 Technical Support: EarthFX Inc., 3363 Yonge St. Toronto, ON M4N 2M6 Tel: (416) 410-4260 x7 Fax: (416) 481-6026 e-mail: support@viewlog.com VIEWLOG

More information

Choices and Applications of 2D/3D models for supporting harbour & coastal management

Choices and Applications of 2D/3D models for supporting harbour & coastal management Choices and Applications of 2D/3D models for supporting harbour & coastal management Terug naar overzicht Rob Uittenbogaard (1,2) (1) WL Delft Hydraulics (2) Delft University of Technology ; J.M. Burgerscentre

More information

Environmental Data Management Programs

Environmental Data Management Programs Hydrologic Engineering Centre (HEC) Software CD Collection of programs, developed by the U.S. Army Corps of Engineers Environmental Data Management Programs Name: HEC-DSS Package Purpose: Data Storage

More information

ATTACHMENT 8: Quality Assurance Hydrogeologic Characterization of the Eastern Turlock Subbasin

ATTACHMENT 8: Quality Assurance Hydrogeologic Characterization of the Eastern Turlock Subbasin ATTACHMENT 8: Quality Assurance Hydrogeologic Characterization of the Eastern Turlock Subbasin Quality assurance and quality control (QA/QC) policies and procedures will ensure that the technical services

More information

University of Arkansas Libraries ArcGIS Desktop Tutorial. Section 5: Analyzing Spatial Data. Buffering Features:

University of Arkansas Libraries ArcGIS Desktop Tutorial. Section 5: Analyzing Spatial Data. Buffering Features: : Analyzing Spatial Data Buffering Features: A buffer operation is one of the most common spatial analysis tools. A buffer is a map feature that represents a uniform distance around a feature. When creating

More information

Using FEFLOW. if you already know 5.x. This document refers to FEFLOW 6 beta 1

Using FEFLOW. if you already know 5.x. This document refers to FEFLOW 6 beta 1 Using FEFLOW 6 if you already know 5.x This document refers to FEFLOW 6 beta 1 1 Table of Contents Preface... 5 Welcome to FEFLOW 6... 5 Conventions and symbols in this reference... 6 The new workspace...

More information

ME6130 An introduction to CFD 1-1

ME6130 An introduction to CFD 1-1 ME6130 An introduction to CFD 1-1 What is CFD? Computational fluid dynamics (CFD) is the science of predicting fluid flow, heat and mass transfer, chemical reactions, and related phenomena by solving numerically

More information

GEOS 4430 Lecture Notes: Well Testing

GEOS 4430 Lecture Notes: Well Testing GEOS 4430 Lecture Notes: Well Testing Dr. T. Brikowski Fall 2013 0 file:well hydraulics.tex,v (1.32), printed November 11, 2013 Motivation aquifers (and oil/gas reservoirs) primarily valuable when tapped

More information

Sensitivity of groundwater/lake systems in the Upper Mississippi River basin, Wisconsin, USA, to possible effects of climate change

Sensitivity of groundwater/lake systems in the Upper Mississippi River basin, Wisconsin, USA, to possible effects of climate change Hydrology, Water Resources and Ecology in Headwaters (Proceedings of the HeadWater'98 Conference held at Meran/Merano, Italy, April 1998). IAHS Publ. no. 248, 1998. 3 Sensitivity of groundwater/lake systems

More information

Create a folder on your network drive called DEM. This is where data for the first part of this lesson will be stored.

Create a folder on your network drive called DEM. This is where data for the first part of this lesson will be stored. In this lesson you will create a Digital Elevation Model (DEM). A DEM is a gridded array of elevations. In its raw form it is an ASCII, or text, file. First, you will interpolate elevations on a topographic

More information

Laminar Flow in a Baffled Stirred Mixer

Laminar Flow in a Baffled Stirred Mixer Laminar Flow in a Baffled Stirred Mixer Introduction This exercise exemplifies the use of the rotating machinery feature in the CFD Module. The Rotating Machinery interface allows you to model moving rotating

More information

Modelling the Discharge Rate and the Ground Settlement produced by the Tunnel Boring

Modelling the Discharge Rate and the Ground Settlement produced by the Tunnel Boring Modelling the Discharge Rate and the Ground Settlement produced by the Tunnel Boring Giona Preisig*, Antonio Dematteis, Riccardo Torri, Nathalie Monin, Ellen Milnes, Pierre Perrochet *Center for Hydrogeology

More information

Importing and Opening an Alignment

Importing and Opening an Alignment Chapter 6 Alignment Files An alignment defines the route of a road, utility line, water way, etc., and is typically comprised of both horizontal and vertical elements. Also, an alignment may include cross-sectional

More information

MIKE SHE PP User Manual Water Balance Utility

MIKE SHE PP User Manual Water Balance Utility MIKE SHE PP User Manual Water Balance Utility CONTENTS 1 WATER BALANCE UTILITY... 1 1.1 Macro File... 2 1.1.1 Input to MIKE SHE water balance extraction program... 2 1.1.2 Input to MIKE SHE water balance

More information

Performing a Steady Flow Analysis

Performing a Steady Flow Analysis C H A P T E R 7 Performing a Steady Flow Analysis This chapter discusses how to calculate steady flow water surface profiles. The chapter is divided into two parts. The first part discusses how to enter

More information

Multiphase Flow - Appendices

Multiphase Flow - Appendices Discovery Laboratory Multiphase Flow - Appendices 1. Creating a Mesh 1.1. What is a geometry? The geometry used in a CFD simulation defines the problem domain and boundaries; it is the area (2D) or volume

More information

Unlimited Virtual Computing Capacity using the Cloud for Automated Parameter Estimation

Unlimited Virtual Computing Capacity using the Cloud for Automated Parameter Estimation Unlimited Virtual Computing Capacity using the Cloud for Automated Parameter Estimation Joseph Luchette 1, Gregory K. Nelson 2, Charles F. McLane III 3, Liliana I. Cecan 4 1 McLane Environmental, LLC.,

More information

A Method Using ArcMap to Create a Hydrologically conditioned Digital Elevation Model

A Method Using ArcMap to Create a Hydrologically conditioned Digital Elevation Model A Method Using ArcMap to Create a Hydrologically conditioned Digital Elevation Model High resolution topography derived from LiDAR data is becoming more readily available. This new data source of topography

More information

FREE and open source tools for WATer resource

FREE and open source tools for WATer resource FREE AND OPEN SOURCE SOFTWARE FOR GEOSPATIAL: TOWARD DIVERSITY! SEPTEMBER 14TH - 19TH 2015, SEOUL FREE and open source tools for WATer resource Massimiliano Cannata, Rudy Rossetto, Iacopo Borsi, Laura

More information

A Guide to the free mesh program Discretizer with OpenFOAM for CFD (Computational Fluid Dynamics)

A Guide to the free mesh program Discretizer with OpenFOAM for CFD (Computational Fluid Dynamics) Discretizer Manual Release date 09/01/10 Side 1 of 13 A Guide to the free mesh program Discretizer with OpenFOAM for CFD (Computational Fluid Dynamics) Homepage: http://www.discretizer.org/ Creator of

More information

ARIS Design Platform Getting Started with BPM

ARIS Design Platform Getting Started with BPM Rob Davis and Eric Brabander ARIS Design Platform Getting Started with BPM 4y Springer Contents Acknowledgements Foreword xvii xix Chapter 1 An Introduction to BPM 1 1.1 Brief History of Business Process

More information

Use of OpenFoam in a CFD analysis of a finger type slug catcher. Dynaflow Conference 2011 January 13 2011, Rotterdam, the Netherlands

Use of OpenFoam in a CFD analysis of a finger type slug catcher. Dynaflow Conference 2011 January 13 2011, Rotterdam, the Netherlands Use of OpenFoam in a CFD analysis of a finger type slug catcher Dynaflow Conference 2011 January 13 2011, Rotterdam, the Netherlands Agenda Project background Analytical analysis of two-phase flow regimes

More information

An Introduction to Point Pattern Analysis using CrimeStat

An Introduction to Point Pattern Analysis using CrimeStat Introduction An Introduction to Point Pattern Analysis using CrimeStat Luc Anselin Spatial Analysis Laboratory Department of Agricultural and Consumer Economics University of Illinois, Urbana-Champaign

More information

Groundwater & Environmental Products Catalog

Groundwater & Environmental Products Catalog CMYK Pantone Groundwater & Environmental Products Catalog Greyscale Black on White White on Black Groundwater Dataloggers multilevel sampling & monitoring Geo-environmental software Streamline Your Project

More information

UNCERT: GEOSTATISTICAL, GROUND WATER MODELING, AND VISUALIZATION SOFTWARE

UNCERT: GEOSTATISTICAL, GROUND WATER MODELING, AND VISUALIZATION SOFTWARE CHAPTER 6 UNCERT: GEOSTATISTICAL, GROUND WATER MODELING, AND VISUALIZATION SOFTWARE UNCERT is an uncertainty analysis, geostatistical, ground water modeling, and visualization software package. It was

More information

Simulating Sedimentation Model in Balarood Dam Reservoir Using CCHE2D Software

Simulating Sedimentation Model in Balarood Dam Reservoir Using CCHE2D Software Bulletin of Environment, Pharmacology and Life Sciences Bull. Env. Pharmacol. Life Sci., Vol 4 [1] December 2014: 67-72 2014 Academy for Environment and Life Sciences, India Online ISSN 2277-1808 Journal

More information

The Application of Numerical Simulation on Groundwater Yield Calculation of Seepage Well

The Application of Numerical Simulation on Groundwater Yield Calculation of Seepage Well The Application of Numerical Simulation on Groundwater Yield Calculation of Seepage Well Xu Jialu 1, Wang Wei 1, School of Environmental Science and Engineering, Chang an University, No. 16 Yanta Road,

More information

SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT RESOURCE REGULATION TRAINING MEMORANDUM

SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT RESOURCE REGULATION TRAINING MEMORANDUM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT RESOURCE REGULATION TRAINING MEMORANDUM DATE: December 04, 1996 This document is subject to change. If in doubt, verify current status with Technical Services

More information

VisIt Visualization Tool

VisIt Visualization Tool The Center for Astrophysical Thermonuclear Flashes VisIt Visualization Tool Randy Hudson hudson@mcs.anl.gov Argonne National Laboratory Flash Center, University of Chicago An Advanced Simulation and Computing

More information

WILLOCHRA BASIN GROUNDWATER STATUS REPORT 2009-10

WILLOCHRA BASIN GROUNDWATER STATUS REPORT 2009-10 WILLOCHRA BASIN GROUNDWATER STATUS REPORT 2009-10 SUMMARY 2009-10 The Willochra Basin is situated in the southern Flinders Ranges in the Mid-North of South Australia, approximately 50 km east of Port Augusta

More information

June 2011. On behalf of: Harrow Estates Plc

June 2011. On behalf of: Harrow Estates Plc Further Quantitative Risk Assessment for Controlled Waters and Preliminary Post-Remediation Validation Model Former Bayer Crop Science Site Hauxton Cambridgeshire June 2011 On behalf of: Harrow Estates

More information

A Tool of Sustainable Development and Management of Groundwater Resources

A Tool of Sustainable Development and Management of Groundwater Resources European Water 11/12: 35-45, 2005. 2005 E.W. Publications Underground Dams A Tool of Sustainable Development and Management of Groundwater Resources H. Onder 1 and M. Yilmaz 2 Department of Civil Engineering,

More information

Straits of Mackinac Contaminant Release Scenarios: Flow Visualization and Tracer Simulations

Straits of Mackinac Contaminant Release Scenarios: Flow Visualization and Tracer Simulations Straits of Mackinac Contaminant Release Scenarios: Flow Visualization and Tracer Simulations Research Report for the National Wildlife Federation Great Lakes Regional Center By David J. Schwab, Ph.D.,

More information

Project Setup and Data Management Tutorial

Project Setup and Data Management Tutorial Project Setup and Heavy Construction Edition Version 1.20 Corporate Office Trimble Navigation Limited Engineering and Construction Division 5475 Kellenburger Road Dayton, Ohio 45424-1099 U.S.A. Phone:

More information

Table of Contents. Part I Welcome. Part II Introduction. Part III Getting Started. Part IV The User Interface. Part V Quick Start Tutorials

Table of Contents. Part I Welcome. Part II Introduction. Part III Getting Started. Part IV The User Interface. Part V Quick Start Tutorials Contents I Table of Contents Part I Welcome 5 Part II Introduction 5 1 Overview... 5 2 Product... Levels 5 3 Technical... Support 6 4 Copyright... 7 Part III Getting Started 7 1 Installation... 7 2 Register...

More information

Ground Water Surveys and Investigation

Ground Water Surveys and Investigation Ground Water Surveys and Investigation By Gautam Mahajan ASHISH PUBLISHING HOUSE 8/81, PUNJABI BAGH, NEW DELHI-110 026 - Contents Preface List of Abbrivations (v) (vii) 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.7.1

More information

MIKE 21 FLOW MODEL HINTS AND RECOMMENDATIONS IN APPLICATIONS WITH SIGNIFICANT FLOODING AND DRYING

MIKE 21 FLOW MODEL HINTS AND RECOMMENDATIONS IN APPLICATIONS WITH SIGNIFICANT FLOODING AND DRYING 1 MIKE 21 FLOW MODEL HINTS AND RECOMMENDATIONS IN APPLICATIONS WITH SIGNIFICANT FLOODING AND DRYING This note is intended as a general guideline to setting up a standard MIKE 21 model for applications

More information

12d Model Training Courses

12d Model Training Courses 12d Training 12d Model Training Courses Queensland Power, efficiency, stability. Explore the possibilities that 12d Model delivers to your civil surface modelling projects. Two Day Introduction to Civil

More information

IMPACT ASSESSMENT OF SOLUTION MINING ON GROUNDWATER RESOURCES IN KAZAN TRONA FIELD, ANKARA-TURKEY

IMPACT ASSESSMENT OF SOLUTION MINING ON GROUNDWATER RESOURCES IN KAZAN TRONA FIELD, ANKARA-TURKEY IMPACT ASSESSMENT OF SOLUTION MINING ON GROUNDWATER RESOURCES IN KAZAN TRONA FIELD, ANKARA-TURKEY Hasan Yazicigil, Department of Geological Engineering Middle East Technical University, 06531, Ankara,

More information

SWAT INPUT DATA:.GW CHAPTER 24

SWAT INPUT DATA:.GW CHAPTER 24 CHAPTER 24 SWAT INPUT DATA:.GW SWAT partitions groundwater into two aquifer systems: a shallow, unconfined aquifer which contributes return flow to streams within the watershed and a deep, confined aquifer

More information

HEC-RAS. River Analysis System. Applications Guide. Version 4.1 January 2010. US Army Corps of Engineers Hydrologic Engineering Center CPD-70

HEC-RAS. River Analysis System. Applications Guide. Version 4.1 January 2010. US Army Corps of Engineers Hydrologic Engineering Center CPD-70 US Army Corps of Engineers Hydrologic Engineering Center HEC-RAS HEC-RAS River Analysis System Applications Guide Version 4.1 January 2010 Approved for Public Release. Distribution Unlimited CPD-70 REPORT

More information

. Address the following issues in your solution:

. Address the following issues in your solution: CM 3110 COMSOL INSTRUCTIONS Faith Morrison and Maria Tafur Department of Chemical Engineering Michigan Technological University, Houghton, MI USA 22 November 2012 Zhichao Wang edits 21 November 2013 revised

More information

Overset Grids Technology in STAR-CCM+: Methodology and Applications

Overset Grids Technology in STAR-CCM+: Methodology and Applications Overset Grids Technology in STAR-CCM+: Methodology and Applications Eberhard Schreck, Milovan Perić and Deryl Snyder eberhard.schreck@cd-adapco.com milovan.peric@cd-adapco.com deryl.snyder@cd-adapco.com

More information

Design of diaphragm and sheet pile walls. D-Sheet Piling. User Manual

Design of diaphragm and sheet pile walls. D-Sheet Piling. User Manual Design of diaphragm and sheet pile walls D-Sheet Piling User Manual D-SHEET PILING Design of diaphragm and sheet pile walls User Manual Version: 14.1.34974 31 July 2014 D-SHEET PILING, User Manual Published

More information

Visual MODFLOW Premium

Visual MODFLOW Premium Visual MODFLOW Premium Demo Tutorial Includes New Features of Visual MODFLOW and a Step-by-Step Tutorial Waterloo Hydrogeologic Table of Contents 1. Introduction to Visual MODFLOW...1 About the Interface...1

More information

CFD SIMULATION OF SDHW STORAGE TANK WITH AND WITHOUT HEATER

CFD SIMULATION OF SDHW STORAGE TANK WITH AND WITHOUT HEATER International Journal of Advancements in Research & Technology, Volume 1, Issue2, July-2012 1 CFD SIMULATION OF SDHW STORAGE TANK WITH AND WITHOUT HEATER ABSTRACT (1) Mr. Mainak Bhaumik M.E. (Thermal Engg.)

More information

Introduction to COMSOL. The Navier-Stokes Equations

Introduction to COMSOL. The Navier-Stokes Equations Flow Between Parallel Plates Modified from the COMSOL ChE Library module rev 10/13/08 Modified by Robert P. Hesketh, Chemical Engineering, Rowan University Fall 2008 Introduction to COMSOL The following

More information

ABAQUS Tutorial. 3D Modeling

ABAQUS Tutorial. 3D Modeling Spring 2011 01/21/11 ABAQUS Tutorial 3D Modeling This exercise intends to demonstrate the steps you would follow in creating and analyzing a simple solid model using ABAQUS CAE. Introduction A solid undergoes

More information

ources of Drinking Water

ources of Drinking Water The drop on water Sources of Drinking Water Did you know that 40 per cent of Nova Scotians get their water privately from a drilled well, a dug well, or a surface water source? The other 60 per cent rely

More information

Drinking Water Source Protection Area Delineation Guidelines and Process Manual

Drinking Water Source Protection Area Delineation Guidelines and Process Manual Drinking Water Source Protection Area Delineation Guidelines and Process Manual Division of Drinking and Ground Waters Source Water Assessment and Protection Program Revised December 2014 Table of Contents

More information

Essay 5 Tutorial for a Three-Dimensional Heat Conduction Problem Using ANSYS Workbench

Essay 5 Tutorial for a Three-Dimensional Heat Conduction Problem Using ANSYS Workbench Essay 5 Tutorial for a Three-Dimensional Heat Conduction Problem Using ANSYS Workbench 5.1 Introduction The problem selected to illustrate the use of ANSYS software for a three-dimensional steadystate

More information

Herbert Hoover Dike Rehabilitation Reach 1 Construction Reaches 2 and 3 Major Rehabilitation Report. US Army Corps of Engineers Jacksonville District

Herbert Hoover Dike Rehabilitation Reach 1 Construction Reaches 2 and 3 Major Rehabilitation Report. US Army Corps of Engineers Jacksonville District Herbert Hoover Dike Rehabilitation Reach 1 Construction Reaches 2 and 3 Major Rehabilitation Report Briefing Purpose Provide a status update of the HHD rehabilitation project and a description of the upcoming

More information

Basements and Deep Building Construction Policy 2014

Basements and Deep Building Construction Policy 2014 Basements and Deep Building Construction Policy 2014 APPROVAL Council / CEO 27 October 2014 VERSION NO: Version 1.0 TRIM REF: 14/67838 REVIEW 30/10/2019 RESPONSIBLE EXECUTIVE General Manager City Assets

More information

Groundwater Flooding: a UK Perspective

Groundwater Flooding: a UK Perspective Groundwater Flooding: a UK Perspective David Macdonald British Geological Survey Maclean Building Crowmarsh Gifford Wallingford OX10 8BB Tel 01491 838800 NERC All rights reserved Talk outline Definition

More information

R Graphics Cookbook. Chang O'REILLY. Winston. Tokyo. Beijing Cambridge. Farnham Koln Sebastopol

R Graphics Cookbook. Chang O'REILLY. Winston. Tokyo. Beijing Cambridge. Farnham Koln Sebastopol R Graphics Cookbook Winston Chang Beijing Cambridge Farnham Koln Sebastopol O'REILLY Tokyo Table of Contents Preface ix 1. R Basics 1 1.1. Installing a Package 1 1.2. Loading a Package 2 1.3. Loading a

More information