Fully-coupled physically-based approach for modeling conventional and managed subsurface drainage
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[1] Derek Winstanley,et al. Hypoxia in the Gulf of Mexico , 1999 .
[2] K. Beven,et al. Macropores and water flow in soils , 1982 .
[3] Rao S. Govindaraju,et al. Dynamics of Moving Boundary Overland Flows Over Infiltrating Surfaces at Hillslopes , 1991 .
[4] B. Mohanty,et al. New piecewise‐continuous hydraulic functions for modeling preferential flow in an intermittent‐flood‐irrigated field , 1997 .
[5] John L. Nieber,et al. Drains as a Boundary Condition in Finite Elements , 1986 .
[6] J. Šimůnek,et al. Bromide transport at a tile-drained field site: experiment, and one- and two-dimensional equilibrium and non-equilibrium numerical modeling , 2006 .
[7] Van Genuchten,et al. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .
[8] G. Ampt,et al. Studies on Soil Physics: Part II — The Permeability of an Ideal Soil to Air and Water , 1912, The Journal of Agricultural Science.
[9] R. Wayne Skaggs. Effect of Drain Tube Openings on Water-Table Drawdown , 1978 .
[10] A comparison of observed and simulated hydrograph separations for a field-scale rainfall-runoff experiment. , 2000 .
[11] A. M. Garcia,et al. Drainage equations for random and irregular tile drainage systems , 2001 .
[12] David A. Woolhiser,et al. Overland Flow on an Infiltrating Surface , 1971 .
[13] Hongbin Zhan,et al. Theoretical and experimental studies of coupled seepage-pipe flow to a horizontal well , 2003 .
[14] R. Maxwell,et al. The groundwater land-surface atmosphere connection: Soil moisture effects on the atmospheric boundary layer in fully-coupled simulations , 2007 .
[15] T. Steenhuis,et al. A simple mixing layer model predicting solute flow to drainage lines under preferential flow , 1996 .
[16] Charles S. Sawyer,et al. Productivity Comparison of Horizontal and Vertical Ground Water Remediation Well Scenarios , 1998 .
[17] R. D. Black,et al. An Experimental Investigation of Runoff Production in Permeable Soils , 1970 .
[18] D. Kirkham. Flow of ponded water into drain tubes in soil overlying an impervious layer , 1949 .
[19] Peter A. Forsyth,et al. Incomplete Factorization Methods for Fully Implicit Simulation of Enhanced Oil Recovery , 1984 .
[20] E. Youngs. The contribution of physics to land drainage , 1983 .
[21] M. V. Genuchten,et al. Mass transfer studies in sorbing porous media. I. Analytical solutions , 1976 .
[22] Arlen W. Harbaugh,et al. A modular three-dimensional finite-difference ground-water flow model , 1984 .
[23] G. Pinder,et al. Computational Methods in Subsurface Flow , 1983 .
[24] J. A. Cunge,et al. Intégration numérique des équations d'écoulement de barré de Saint-Venant par un schéma implicite de différences finies , 1964 .
[25] P. A. Forsyth. Comparison of the single-phase and two-phase numerical model formulation for saturated-unsaturated groundwater flow , 1988 .
[26] Peter A. Forsyth,et al. Flow and transport in fractured tuff at Yucca Mountain: numerical experiments on fast preferential flow mechanisms , 2000 .
[27] Horst H. Gerke,et al. Evaluation of a first-order water transfer term for variably saturated dual-porosity flow models , 1993 .
[28] Hongbin Zhan,et al. Groundwater flow to a horizontal or slanted well in an unconfined aquifer , 2002 .
[29] E. Sudicky,et al. Three-dimensional analysis of variably-saturated flow and solute transport in discretely-fractured porous media , 1996 .
[30] G. Chavent,et al. Application of the mixed hybrid finite element approximation in a groundwater flow model: Luxury or necessity? , 1994 .
[31] Integrated flow and transport processes in subsurface -drained agricultural fields , 2003 .
[32] C. W. Thornthwaite. An Approach Toward a Rational Classification of Climate , 1948 .
[33] David A. Kovacic,et al. Nitrogen Balance in and Export from an Agricultural Watershed , 1997 .
[34] Larry S.K. Fung,et al. Reservoir Simulation With a Control-Volume Finite-Element Method , 1992 .
[35] K. Loague,et al. Hydrologic‐Response simulations for the R‐5 catchment with a comprehensive physics‐based model , 2001 .
[36] J. Stillman,et al. A semi-analytical model for transient flow to a subsurface tile drain , 2006 .
[37] Arlen W. Harbaugh,et al. MODFLOW-2000, The U.S. Geological Survey Modular Ground-Water Model - User Guide to Modularization Concepts and the Ground-Water Flow Process , 2000 .
[38] Peter A. Forsyth,et al. A two‐phase, two‐component model for natural convection in a porous medium , 1991 .
[39] Ben Chie Yen,et al. Modeling of conjunctive two-dimensional surface-three-dimensional subsurface flows , 2002 .
[40] R. Horton. The Rôle of infiltration in the hydrologic cycle , 1933 .
[41] L. S. Pereira,et al. Crop evapotranspiration : guidelines for computing crop water requirements , 1998 .
[43] J. Gallichand. Representing subsurface drains in a finite difference model , 1993 .
[44] E. O'Loughlin,et al. Saturation regions in catchments and their relations to soil and topographic properties , 1981 .
[45] René Therrien,et al. Improved three-dimensional finite-element techniques for field simulation of variably saturated flow and transport , 1993 .
[46] E. Sudicky,et al. On the Incorporation of Drains into Three‐Dimensional Variably Saturated Groundwater Flow Models , 1996 .
[47] P. Kalita,et al. Simulation of base-flow and tile-flow for storm events in a subsurface drained watershed , 2009 .
[48] Markus Flury,et al. Experimental evidence of transport of pesticides through field soils - a review , 1996 .
[49] R. Allan Freeze,et al. Role of subsurface flow in generating surface runoff: 1. Base flow contributions to channel flow , 1972 .
[50] Peter A. Forsyth,et al. Practical considerations for adaptive implicit methods in reservoir simulation , 1986 .
[51] F. Sartoretto,et al. Linear Galerkin vs mixed finite element 2D flow fields , 2009 .
[52] D. Rose,et al. Some errors estimates for the box method , 1987 .
[53] L. Durlofsky. Accuracy of mixed and control volume finite element approximations to Darcy velocity and related quantities , 1994 .
[54] J. Vanderkwaak. Numerical simulation of flow and chemical transport in integrated surface-subsurface hydrologic systems , 1999 .
[55] T. Narasimhan,et al. AN INTEGRATED FINITE DIFFERENCE METHOD FOR ANALYZING FLUID FLOW IN POROUS MEDIA , 1976 .
[56] G. O. Schwab,et al. Effect of Openings on Inflow Into Corrugated Drains , 1977 .
[57] W. Dierickx. Electrolytic analogue study of the effect of openings and surrounds of various permeabilities on the performance of field drainage pipes , 1980 .
[58] J. Hewlett. Factors affecting the response of small watersheds to precipitation in humid areas , 1967 .
[59] Y. Mualem. A New Model for Predicting the Hydraulic Conductivity , 1976 .
[60] William John Northcott. Modeling Water Quantity and Quality on Tile Drained Watersheds With a GIS Coupled DRAINMOD , 1999 .
[61] R. McCuen,et al. Comparison of Overland Flow Hydrograph Models , 1987 .
[62] Jirka Simunek,et al. Single-porosity and dual-porosity modeling of water flow and solute transport in subsurface-drained fields using effective field-scale parameters , 2005 .
[63] Yousef Saad,et al. Iterative methods for sparse linear systems , 2003 .
[64] Eungyu Park,et al. Hydraulics of a finite-diameter horizontal well with wellbore storage and skin effect , 2002 .
[65] W. Kinzelbach,et al. Continuous Groundwater Velocity Fields and Path Lines in Linear, Bilinear, and Trilinear Finite Elements , 1992 .
[66] P. Huyakorn,et al. Techniques for Making Finite Elements Competitve in Modeling Flow in Variably Saturated Porous Media , 1984 .
[67] Richard P. Hooper,et al. Flux and Sources of Nutrients in the Mississippi-Atchafalaya River Basin , 1999 .
[68] W. Durner. Hydraulic conductivity estimation for soils with heterogeneous pore structure , 1994 .
[69] M. B. David,et al. Anthropogenic inputs of nitrogen and phosphorus and riverine export for Illinois, USA. , 2000 .
[70] J. Nash,et al. River flow forecasting through conceptual models part I — A discussion of principles☆ , 1970 .
[71] Jim E. Jones,et al. Newton–Krylov-multigrid solvers for large-scale, highly heterogeneous, variably saturated flow problems , 2001 .
[72] L. B. Leopold,et al. Water In Environmental Planning , 1978 .
[73] L. C. Brown,et al. Pesticide Transport to Subsurface Tile Drains in Humid Regions of North America , 2001 .
[74] Ben Chic Yen,et al. Open-Channel Flow Equations Revisited , 1973 .
[75] G. M. Pohll,et al. Modeling Regional Flow and Flow to Drains , 1994 .
[76] H. Gerke,et al. Spatial and Temporal Dynamics of Preferential Bromide Movement towards a Tile Drain , 2005, Vadose Zone Journal.
[77] R. W. Skaggs,et al. Drain tube opening effects on drain inflow , 1983 .
[78] M. V. Genuchten,et al. A dual-porosity model for simulating the preferential movement of water and solutes in structured porous media , 1993 .
[79] P. Huyakorn,et al. A fully coupled physically-based spatially-distributed model for evaluating surface/subsurface flow , 2004 .
[80] G. Gertner,et al. Eutrophication: Nitrate flux in the Mississippi River , 2001, Nature.
[81] R. Maxwell,et al. Integrated surface-groundwater flow modeling: A free-surface overland flow boundary condition in a parallel groundwater flow model , 2006 .
[82] M. W. Kawecki. Transient Flow to a Horizontal Water Well , 2000 .
[83] C. Zheng,et al. MODFLOW 2001 and Other Modeling Odysseys , 2003 .
[84] Fred J. Molz,et al. A physically based, two-dimensional, finite-difference algorithm for modeling variably saturated flow , 1994 .
[85] Reed M. Maxwell,et al. Quantifying the effects of three-dimensional subsurface heterogeneity on Hortonian runoff processes using a coupled numerical, stochastic approach , 2008 .
[86] Peter A. Forsyth,et al. A Control Volume Finite Element Approach to NAPL Groundwater Contamination , 1991, SIAM J. Sci. Comput..
[87] Y. K. Tang,et al. Effect of Drain Diameter, Openings and Envelopes on Water Table Drawdown , 1979 .