Development and Integration of Sub-hourly Rainfall–Runoff Modeling Capability Within a Watershed Model

[1]  Jeffrey G. Arnold,et al.  Soil and Water Assessment Tool Theoretical Documentation Version 2009 , 2011 .

[2]  M. Hantush.  Impact of Urbanization on the Hydrology of the Pocono Creek Watershed : A Model Study , 2010 .

[3]  L. M. Risse,et al.  Modeling phosphorus in the Lake Allatoona watershed using SWAT: I. Developing phosphorus parameter values. , 2009, Journal of environmental quality.

[4]  J. Parlange,et al.  Hourly Analyses of Hydrological and Water Quality Simulations Using the ESWAT Model , 2009 .

[5]  E. J. Sadler,et al.  The Conservation Effects Assessment Project benchmark watersheds: Synthesis of preliminary findings , 2008, Journal of Soil and Water Conservation.

[6]  J. Arnold,et al.  Conservation Effects Assessment Project research in the Leon River and Riesel watersheds , 2008, Journal of Soil and Water Conservation.

[7]  Peter Droogers,et al.  Calibration of a distributed hydrological model based on satellite evapotranspiration , 2008 .

[8]  Deva K. Borah,et al.  Storm Event and Continuous Hydrologic Modeling for Comprehensive and Efficient Watershed Simulations , 2007 .

[9]  J. Arnold,et al.  Suitability of SWAT for the Conservation Effects Assessment Project: Comparison on USDA Agricultural Research Service Watersheds , 2007 .

[10]  Jeffrey G. Arnold,et al.  The Soil and Water Assessment Tool: Historical Development, Applications, and Future Research Directions , 2007 .

[11]  Heejun Chang,et al.  Comparative streamflow characteristics in urbanizing basins in the Portland Metropolitan Area, Oregon, USA , 2007 .

[12]  Fred Worrall,et al.  Sensitivity analysis and identification of the best evapotranspiration and runoff options for hydrological modelling in SWAT-2000 , 2007 .

[13]  Jeffrey G. Arnold,et al.  Model Evaluation Guidelines for Systematic Quantification of Accuracy in Watershed Simulations , 2007 .

[14]  R. Srinivasan,et al.  A global sensitivity analysis tool for the parameters of multi-variable catchment models , 2006 .

[15]  D. K. Borah,et al.  SEDIMENT AND NUTRIENT MODELING FOR TMDL DEVELOPMENT AND IMPLEMENTATION , 2006 .

[16]  Yakov A. Pachepsky,et al.  Modeling bacteria fate and transport in watersheds to support TMDLs , 2006 .

[17]  Mazdak Arabi,et al.  Modeling long-term water quality impact of structural BMPs , 2006 .

[18]  Tomas Vitvar,et al.  Effects of suburban development on runoff generation in the Croton River basin, New York, USA , 2005 .

[19]  Misgana K. Muleta,et al.  Sensitivity and uncertainty analysis coupled with automatic calibration for a distributed watershed model , 2005 .

[20]  David C. Garen,et al.  CURVE NUMBER HYDROLOGY IN WATER QUALITY MODELING: USES, ABUSES, AND FUTURE DIRECTIONS 1 , 2005 .

[21]  Vijay P. Singh,et al.  DEM-based modelling of surface runoff using diffusion wave equation , 2005 .

[22]  Charles S. Melching,et al.  Comparison of Kinematic-Wave and Nonlinear Reservoir Routing of Urban Watershed Runoff , 2005 .

[23]  R. W. Skaggs,et al.  SENSITIVITY ANALYSES OF THE NITROGEN SIMULATION MODEL, DRAINMOD-N II , 2005 .

[24]  Jeffrey G. Arnold,et al.  Formulation of a hybrid calibration approach for a physically based distributed model with NEXRAD data input , 2004 .

[25]  A. R. Dedrick,et al.  The length we go: Measuring environmental benefits of conservation practices , 2004 .

[26]  J. Garbrecht,et al.  HYDROLOGIC SIMULATION OF THE LITTLE WASHITA RIVER EXPERIMENTAL WATERSHED USING SWAT 1 , 2003 .

[27]  D. K. Borah,et al.  WATERSHED-SCALE HYDROLOGIC AND NONPOINT-SOURCE POLLUTION MODELS: REVIEW OF MATHEMATICAL BASES , 2003 .

[28]  Jeffrey G. Arnold,et al.  Automatic calibration of a distributed catchment model , 2001 .

[29]  Abdul Razzaq Ghumman,et al.  Development of a Rainfall-Runoff Model, its Calibration and Validation , 2001 .

[30]  Jeffrey G. Arnold,et al.  APPLICATION OF A WATERSHED MODEL TO EVALUATE MANAGEMENT EFFECTS ON POINT AND NONPOINT SOURCE POLLUTION , 2001 .

[31]  Kevin W. King,et al.  RESPONSE OF GREEN‐AMPT MEIN‐LARSEN SIMULATED RUNOFF VOLUMES TO TEMPORALLY AGGREGATED PRECIPITATION 1 , 2000 .

[32]  T. Tisdale,et al.  Kinematic Wave Analysis of Sheet Flow Using Topography Fitted Coordinates , 1999 .

[33]  Jeffrey G. Arnold,et al.  COMPARISON OF GREEN-AMPT AND CURVE NUMBER METHODS ON GOODWIN CREEK WATERSHED USING SWAT , 1999 .

[34]  Robert Pitt,et al.  Unique Features of the Source Loading and Management Model (SLAMM) , 1998 .

[35]  John R. Williams,et al.  LARGE AREA HYDROLOGIC MODELING AND ASSESSMENT PART I: MODEL DEVELOPMENT 1 , 1998 .

[36]  Fred J. Molz,et al.  A 2-D, diffusion-based, wetland flow model , 1997 .

[37]  Don Edwards,et al.  Nonpoint source runoff modeling A comparison of a forested watershed and an urban watershed on the South Carolina coast , 1997 .

[38]  Mark A. Nearing,et al.  Curve numbers and Green-Ampt effective hydraulic conductivities. , 1996 .

[39]  Peter M. Allen,et al.  Automated Base Flow Separation and Recession Analysis Techniques , 1995 .

[40]  Vijay P. Singh,et al.  Hydrological Simulation Program - Fortran (HSPF). , 1995 .

[41]  J. L. Kittle,et al.  Hydrological simulation program: Fortran. User's manual for release 10 , 1993 .

[42]  T. Cundy,et al.  Modeling of two‐dimensional overland flow , 1989 .

[43]  George H. Hargreaves,et al.  Agricultural Benefits for Senegal River Basin , 1985 .

[44]  G. Aron,et al.  Fitting a Gamma Distribution Over a Synthetic Unit Hydrograph , 1982 .

[45]  Curtis L. Larson,et al.  Modeling infiltration during a steady rain , 1973 .

[46]  John R. Williams,et al.  Flood Routing With Variable Travel Time or Variable Storage Coefficients , 1969 .

[47]  D. Overton.  Muskingum flood routing of upland streamflow , 1966 .