Proceedings of the 3rd International Conference on Analytic Element Method in Modeling Groundwater Flow, Brainerd, Minnesota 16-19 April 2000 Host: Department of Civil Engineering, University of Minnesota
Home News Software Publications Links AEMwiki web managers: Stephen Kraemer Ph.D. Philippe Le Grand, Ph.D. © 2005		Organizing Committee:   Chairman Dr. O.D.L. Strack, Univ. Minnesota; Dr. R.J. Barnes, Univ. Minnesota; Dr. W. J. De Lange, RIZA the Netherlands; Dr. I. Jankovic, Univ. Minnesota; Dr. S. Kraemer, USEPA; Mr. P. Le Grand, Ecole Nationale Superieure des Mines de Saint-Etienne; Dr. J. Lehr, Environmental Education Enterprises, Inc. Technical Committee:  Dr. M. Bakker, Univ. Nebraska; Dr. R.J. Barnes, Univ. Minnesota; Dr. H.M. Haitjema, Indiana Univ.; Dr. I. Jankovic, Univ. Minnesota; Dr. D.R. Steward, Kansas State Univ.; Dr. O.D.L. Strack, Univ. Minnesota; Dr. A. Verruijt, Delft Univ. of Technology User Interface Design ArcFlow: an interface between ArcView and Split program for modeling groundwater flow      J. Blum, Minnesota Department of Health      B. Johnson, Minnesota Department of Health        R. Soule, Minnesota Department of Health      I. Jankovic, Department of Civil Engineering, University of Minnesota MLAEM graphical user interface      O.D.L. Strack, Department of Civil Engineering, University of Minnesota      O.E. Strack, Delft University of Technology, The Netherlands Working with WhAEM: analytic element modeling as if people mattered      S. Kraemer, U.S. EPA, National Exposure Research Laboratory, Athens, Georgia        V. Kelson, South Florida Water Management District      H. Haitjema, Indiana University AEM Theory 1 Cuvilinear elements of Bezier spline shape      Ph. Le Grand, Ecole Nationale Superieure des Mines de Saint-Etienne, France      R. Barnes, Department of Civil Engineering, University of  Minnesota The geometry of surfaces in divergence-free flow      D. Steward, Civil Engineering Department, Kansas State University The singular behavior near the endpoint of a semi-confining boundary in the vertical plane      R. Pennings, GME Consultants, Inc. Applied Mathematics Analytic elements involving the Robin and refraction boundary conditions      A. Kacimov, Sultan Qaboos University, Oman      Y. Obnosov, Kazan University, Russia An Analytic Element Method for multiple circular elastic inclusions      S. Mogilevskaya, Department of Civil Engineering, University of Minnesota      S. Crouch, Department of Civil Engineering, University of Minnesota Coupled partial differential equations      E. Veling, Delft University of Technology, The Netherlands Regional Models Some experiences with VARELS in MLAEM encountered in regional modeling of the central lakes area in the Netherlands for WINBOS, 1999      K. van Vliet, RIZA, Inland Water Management and Waste Water Treatment, The Netherlands      W. de Lange, RIZA, Inland Water Management and Waste Water Treatment, The Netherlands Modeling regional inter-aquifer leakage in the Twin Cities Metropolitan Groundwater Model      J. Seaberg, Minnesota Pollution Control Agency      D. Hansen, Department of Civil Engineering, University of  Minnesota Analytical Element Modeling of groundwater flow in anisotropic aquifers      M. Zaluski, MSE Technology Applications, Inc., Montana      M. Moe, MSE Technology Applications, Inc., Montana Comparison of the uncertainty of a manually calibrated analytical element model  with the uncertainty of the same model, calibrated automatically      J. Moorman, Amsterdam Water Supply, Hydrology Section, The Netherlands   Comparison of Techniques Numerical versus analytic modelling for hydrogeological applications      D. Graillot, Ecole Nationale Superieure des Mines de Saint-Etienne, France      P. Le Grand, Ecole Nationale Superieure des Mines de Saint-Etienne, France Only a matter of resolution      H. Haitjema, Indiana University      V. Kelson, South Florida Water Management District Advective transport experiments carried out using MODFLOW in comparison with analytic solutions for three-dimensional groundwater flow      I. Jankovic, Department of Civil Engineering, University of Minnesota Posters GFLOW      H. Haitjema, Indiana University Philip's cavity in unsaturated conditions: three flow regimes      A. Kacimov, Sultan Qaboos University, Oman Working with WhAEM: analytic element modeling as if people mattered      S. Kraemer, U.S. EPA, National Exposure Research Laboratory, Athens, Georgia      V. Kelson, South Florida Water Management District      H. Haitjema, Indiana University Legendre functions for 20 groundwater flow modelling      P. Le Grand, Ecole Nationale Superieure des Mines de Saint-Etienne, France A Capture Zone Analysis for Valparaiso, IN: WhAEM vs. MODFLOW      K. Luther, Valparaiso University, Indiana Dealing with partial penetration in a classic analytic or numerical model using a very detailed finite-difference model for axially symmetric flow      J. Moorman, Amsterdam Water Supply, Hydrology Section, The Netherlands Determination of a 3-dimensional capture zone about a partially penetrating well - a simple analytic tool      B. Power, Natural Resource Engineering Company Use of the Metropolitan Area Groundwater Model as a groundwater management tool in the Twin Cities area      J. Seaberg, Minnesota Pollution Control Agency      D. Hansen, Department of Civil Engineering, University of Minnesota      A. Streitz, Minnesota Pollution Control Agency Keynote Future development in the Analytic Element Method: Ten Challenges      Dr. O.D.L. Strack, Department of Civil Engineering, University of Minnesota AEM Theory 2 A new look at area sinks      R. Miller, Department of Civil Engineering, University of Minnesota      R. Barnes, Department of Civil Engineering, University of Minnesota      P. Le Grand, Ecole Nationale Supeneure des Mines de Saint-Etienne, France Line elements for leakage      O. Strack, Department of Civil Engineering, University of Minnesota Exact solution for an elliptical inhomogeneity with a well      W. Olsen, Dakota County Environmental Management, Minnesota Transport Hysteresis in the sorption and desorption of radionuclides: Experimental data, analytical and numerical description      V. Rumynin, Institute for Environmental Geology, St. Petersburg State University, Russia Detailed model of transport of pollutants from contaminated silt at the bottom of a surface water in a regional model including calibration on hydro chemically determined traveltimes      W. de Lange, RIZA, Inland Water Management and Waste Water Treatment, The Netherlands      K. van Vliet, RIZA, Inland Water Management and Waste Water Treatment, The Netherlands Advective Mixing      I. Jankovic, Department of Civil Engineering, University of Minnesota      R. Barnes, Department of Civil Engineering, University of Minnesota      D. Steward, Civil Engineering Department, Kansas State University Leakage Steady drawdown due to a well in a multiple aquifer system near a fault      K. Maas, Delft University of Technology, The Netherlands One-dimensional multi-layer analytic element model using matrix functions, with applications      T. Olsthoorn, Amsterdam Water Supply, The Netherlands Distribution and jumps in leakage and leakage gradient      O.D.L. Strack, Department of Civil Engineering, University of Minnesota Modeling wells in multi-layer and multi-aquifer systems      M. Bakker, University of Nebraska 3D Modeling   Analytic modelling of complex wells      P. Egberts, Netherlands Institute of Applied Geoscience TNO      P. Fokker, Netherlands Institute of Applied Geoscience TNO Gaining and Losing Sections of Horizontal Wells      W. Jin, Civil Engineering Department, Kansas State University      D. Steward, Civil Engineering Department, Kansas State University 3D wedge with a well      G. Bruggeman, retired Object Oriented AEM The Java Analytic Element Model: designing and implementing an object-oriented AEM code implementaion      M. Bakker, University of Nebraska      V. Kelson, South Florida Water Management District Key design elements in an object oriented approach to programming analytic elements; suggestions based on programming experience with MLAEM      O.E. Strack, Delft University of Technology, The Netherlands Keynote Logic in groundwater modeling      M. McDonald, McDonald Morrissey Associates, Inc. Modeling 1 The cost and benefits of modeling complexity: a case study comparing analytic element and numerical models from a proposed mine in northern Wisconsin, USA      R. Hunt, U.S. Geological Survey      V. Kelson, South Florida Water Management District      H. Haitjema, Indiana University      C. Carlson, U.S. Geological Survey      J. Krohelski, U.S. Geological Survey Capture zone delineation: are simple methods adequate?      A. Ceric, Indiana University      H. Haitjema, Indiana University Reduction of transient head data under multiple influences      B. Power, Natural Resource Engineering Company Modeling 2 Modeling flow in heterogeneous single fractures using AEM      M. Spiller, Aachen University of Technology, Germany      W. Hamelmann, Aachen University of Technology, Germany      G. Demny, Institute of Fluid Mechanics, Toulouse, France      R. Ababou, Aachen University of Technology, Germany      J. Kongeter, Aachen University of Technology, Germany Step-wise approach to groundwater flow modeling using analytic element and finite-difference codes      D. Kaludjerovic, IAH, Waterloo, Canada Integrating storm water modeling, GIS, and AEM modeling in Washington County, Minnesota      S. Grubb, Emmons and Olivier Resources, Minnesota      J. Swenson, Emmons and Olivier Resources, Minnesota Flow in the Vertical Plain Simulating the interchange between surface water and groundwater through the unsaturated zone using a one-dimensional, steady model      R. Mollah, Department of Civil Engineering, Kansas State University      D. Steward, Department of Civil Engineering, Kansas State University The method of images for leaky boundaries      E. Anderson, Short Elliott Hendrickson Inc.,Wisconsin Groundwater flow under a water divide      A. Verruijt, Delft University of Technology, The Netherlands