Table 1 Comparison of Model Capabilities
Table 1: Comparison of Model Capabilities
|
Model Capabilities |
CFWR Model |
Modified PRZM-Exams LinkageA |
RIVWQ1B |
HSPF (BASINS)C |
SWATD |
AnnAGNPSE |
|
General Model Capabilities |
||||||
|
Model Purpose |
||||||
|
Runoff |
X |
X |
X1 |
X |
X |
X |
|
Erosion |
X |
X1 |
X |
X |
X |
|
|
Leaching |
X |
X1 |
X |
X |
X |
|
|
Receiving surface water |
X |
X |
X |
X |
X |
X |
|
Receiving ground water |
X |
X |
||||
|
Programming Language |
||||||
|
FORTRAN |
X |
X |
X |
X |
X |
|
|
C |
X |
|||||
|
Source code available |
X |
X |
X |
X |
X |
|
|
Availability |
||||||
|
Commercial |
X |
X |
||||
|
Public |
X |
X |
X |
X |
||
|
Internet availability |
X |
X |
X |
X |
||
|
Documentation |
||||||
|
Users manual current |
X |
X |
X |
X |
X |
|
|
Example input files |
X |
X |
X |
X |
||
|
Example output files |
X |
X |
X |
X |
||
|
Pre/Post Processor |
||||||
|
Input preprocessor |
X |
X |
X |
X |
||
|
Output postprocessor |
X |
X |
X |
X |
||
|
Software compatibility |
||||||
|
X |
X |
X |
|||
|
X |
X |
X |
X |
X |
|
|
X |
X |
X |
|||
|
Geographically Referenced Databases |
||||||
|
Crops |
X |
X1 |
X |
X |
X |
|
|
Management practices |
X |
X1 |
X |
X |
||
|
Soils |
X |
X1 |
X |
X |
X |
|
|
Meteorology |
X |
X1 |
X |
X |
X |
|
|
GIS-Interface |
||||||
|
X |
X |
||||
|
X |
X |
||||
|
X |
X |
||||
|
X |
|||||
|
X |
|||||
|
Scale |
||||||
|
Microplot |
X |
|||||
|
Field |
X |
X |
X |
|||
|
Watershed |
X |
X |
X |
X |
X |
X |
|
River basin |
X |
X |
X |
X |
||
|
Modeling Approach |
||||||
|
Deterministic |
X |
X |
X |
X |
X |
X |
|
Stochastic |
X |
|||||
|
X |
X |
||||
|
Validation |
||||||
|
Peer reviewed |
||||||
|
X |
X |
X |
X |
||
|
X |
X |
||||
|
Test case validation |
X |
X |
X |
X |
||
|
Sensitivity Analysis |
X |
X |
X |
|||
|
Simulation Period |
||||||
|
Event |
X |
X |
X |
X |
X |
|
|
Continuous |
X |
X |
X |
X |
X |
X |
|
Simulation Time Step |
||||||
|
< 1 day |
X |
X |
X |
X |
||
|
Day |
X |
X |
X |
X |
X |
X |
|
> 1 day |
X |
X |
||||
|
Field Simulation |
||||||
|
General |
||||||
|
Mass balance |
X |
X |
X1 |
X |
X |
X |
|
Solution technique |
||||||
|
X |
X1 |
X |
X |
||
|
X |
X |
X |
|||
|
Multiple pesticides per simulation |
X |
X1 |
X |
X |
X |
|
|
Transformation products considered |
X |
X1 |
X |
|||
|
sticide Type |
||||||
|
Organic |
X |
X |
X1 |
X |
X |
X |
|
Inorganic |
X |
X |
X |
|||
|
Hydrophobic |
X |
X |
X1 |
X |
X |
|
|
Hydrophilic |
X |
X |
X1 |
X |
X |
|
|
Pesticide Application |
||||||
|
Banded |
X |
X |
X1 |
|||
|
Broadcast |
X |
X |
X1 |
X |
X |
X |
|
Foliar |
X |
X1 |
X |
X |
X |
|
|
Soil incorporation |
X |
X |
X1 |
X |
X |
X |
|
Chemigation |
X |
X1 |
X |
X |
||
|
Multiple application |
||||||
|
X |
X |
X1 |
X |
X |
X |
|
X |
X1 |
X |
X |
X |
|
|
Pesticide Dissipation Processes (Field) |
||||||
|
Foliar interception |
X |
X1 |
X |
X |
||
|
Foliar washoff |
X |
X1 |
X |
X |
||
|
Foliar degradation |
X |
X1 |
X |
X |
||
|
Plant uptake |
X |
X1 |
X |
X |
||
|
Soil degradation |
X |
X |
X1 |
X |
X |
X |
|
Soil sorption |
||||||
|
X |
X |
X1 |
X |
X |
X |
|
X |
|||||
|
Volatilization |
X |
X1 |
X |
|||
|
Transport into ground water |
X |
X1 |
X |
X |
||
|
Transport in subsurface lateral flow |
X |
X1 |
X |
X |
||
|
Transport in surface water |
X |
X |
X |
X |
||
|
Spray drift |
X |
X |
||||
Soil Physical/Chemical Properties |
||||||
|
Soil chemical properties (eg., pH, redox, organic matter) |
X |
X1 |
X |
X |
||
|
Soil physical properties (eg., texture, structure, bulk density) |
X |
X1 |
X |
X |
X |
|
|
Use of multiple soil types |
X |
X1 |
X |
X |
X |
|
Soil Hydrologic Processes |
||||||
|
Precipitation (rain, snow) |
X |
X1 |
X |
X |
X |
|
|
Evapotranspiration (ET)* |
X |
X1 |
X |
X |
X |
|
|
Infiltration (eg., "tipping bucket", Richards eqtn.)* |
X |
X1 |
X |
X |
X |
|
|
Macropore/preferential flow* |
X |
|||||
|
Runoff (e.g., curve number, kinematic wave)* |
X |
X1 |
X |
X |
X |
|
|
Subsurface lateral flow |
X |
X1 |
X |
X |
||
|
Multiple subbasins |
X |
X1 |
X |
X |
X |
|
|
Surface water and ground water interaction |
X |
X |
||||
|
* Please indicate governing equations. |
||||||
Crop Management |
||||||
|
Irrigation (eg., drip, furrow, sprinkler): |
X |
X1 |
X |
X |
||
|
Tillage practices (eg., conservation, conventional, no-till, reduced) |
X |
X1 |
X |
X |
||
|
Buffer strips |
X |
|||||
|
Grassed waterways |
X |
X |
||||
|
Terraces |
X |
X |
||||
|
Tile drains |
X |
X |
||||
Crop Growth |
||||||
|
Biomass production |
X |
X |
||||
|
Ground cover |
X |
X |
||||
|
Heat units |
X |
|||||
|
Leaf area index (LAI) |
X |
X1 |
X |
|||
|
Root growth |
X |
X1 |
X |
X |
||
|
Rooting depth |
X |
X1 |
X |
|||
|
Yields |
X |
|||||
Crop Simulations |
||||||
|
Agricultural Crops |
||||||
|
X |
X |
X1 |
X |
X |
X |
|
X |
X |
X1 |
X |
X |
X |
|
X |
X |
X1 |
X |
X |
X |
|
X |
X |
X1 |
X |
X |
X |
|
X |
X1 |
X |
X |
X |
|
|
X |
X |
||||
|
X |
X |
X1 |
X |
X |
X |
|
X |
X1 |
X |
X |
X |
|
|
Forest |
X |
X |
X |
|||
|
Urban |
X |
X |
X |
|||
Ground Water Simulation (Aquifer) |
||||||
General |
||||||
|
Mass balance |
X |
X |
||||
|
Solution technique |
||||||
|
X |
X |
||||
|
X |
|||||
|
Multiple pesticides per simulation |
X |
X |
||||
|
Transformation products considered |
X |
|||||
Time Dimensionality |
||||||
|
Steady state flow |
X |
X |
||||
|
Transient flow |
||||||
Transport Processes |
||||||
|
Advection |
X |
X |
||||
|
Dispersion |
X |
X |
||||
|
Diffusion |
X |
X |
||||
Ground Water Dissipation Processes |
||||||
|
Degradation |
||||||
|
X |
X |
||||
|
Sorption |
||||||
|
X |
X |
||||
|
||||||
|
Transport into surface water |
X |
X |
||||
Surface Water Simulation |
||||||
Overland Sediment Transport |
||||||
|
Overland erosion (eg., USLE, MUSLE, Onstad-Foster, SLOSS)* |
X |
X1 |
X |
X |
||
|
Sediment deposition |
X |
X |
X |
|||
|
Distribution of sediment size |
X |
X |
||||
|
*Please indicate governing equations. |
||||||
Surface Water Representation |
||||||
|
Mass balance |
X |
X |
X |
X |
X |
X |
|
Solution technique |
||||||
|
X |
X |
||||
|
X |
X |
X |
X |
||
|
Multiple pesticide per simulation |
X |
X |
X |
X |
||
|
Transformation products considered |
X |
X2 |
X |
|||
|
Moveable sediment bed |
X |
X |
X |
X |
||
Spatial Dimensionality |
||||||
|
Lake |
X |
X |
X |
X |
||
|
River |
X |
X |
X |
X |
X |
X |
|
Reservoir |
X |
X |
X |
X |
X |
X |
|
Single completely mixed reactor |
X |
X |
X |
X |
X |
X |
|
1-D longitudinal sections |
X |
X |
X |
X |
||
|
2-D horizontal sections |
X |
X |
||||
|
Branched systems |
X |
X |
X |
X |
||
|
Vertical stratification |
X |
|||||
Time Dimensionality |
||||||
|
Steady-state |
X |
X |
X |
|||
|
Dynamic |
X |
X |
X |
X |
X |
|
Pesticide Dissipation Processes in Surface Waters |
||||||
|
Abiotic degradation |
||||||
|
X3 |
X |
X3 |
X |
||
|
X3 |
X |
X3 |
X |
||
|
Microbial degradation |
X3 |
X |
X3 |
X |
X |
X |
|
Sediment Sorption |
||||||
|
X |
X |
X |
X |
X |
|
|
X |
|||||
|
Volatilization |
X |
X |
X |
X |
||
|
Sediment transport |
X |
|||||
|
X |
X |
X |
X |
X |
|
|
X |
X |
X |
X |
X |
|
|
X |
X |
X |
X |
||
Output |
||||||
|
Field |
||||||
|
X |
X |
X1 |
X |
X |
X |
|
X |
X |
X1 |
X |
X |
X |
|
Ground water |
||||||
|
X |
|||||
|
X |
|||||
|
Surface water |
||||||
|
X |
X |
X |
X |
X |
X |
|
X |
X |
X |
X |
X |
X |
1. Model capabilities reflect the capabilities of PRZM 3.12
2. The capability to simulate transformation products will be available in the near future
3. Use a lump first order rate constant to represent the combination of hydrolysis, photolysis, and microbial degradation
Note: Please feel free to include additional comments.
PRZM/EXAMSA
EPA staff interviewers: No formal Interviews
Model Name: PRZM/EXAMS
Model developer/respondent: Lawrence A. Burns, Robert
F. Carsel, US EPA
Number of Versions:
Latest model version: PRZM 3.12 / EXAMS 2.97.5
Date of latest version: July 1998 / June 1997
Date of model origin: 1984 / 1978
Agency/personnel development: R.F. Carsel-EPA/ORD /
L.A. Burns-EPA/ORD
Contact agency/person: EPA (R.F. Carsel) / EPA (L.A.
Burns)
Major user groups: EPA CEAM maintains list of recipients.users
numbering 3000-5000
- Scientific (list)
- Regulatory (list)
- Planning (list)
- Private
- Public: EPA Center for Exposure Assessment Modeling
RIVWQB
EPA staff interviewers: James Lin, Patricia Jennings, James
Hetrick
Model Name: RIVWQ version 1.42 - Water Quality Model for
Riverine Environments
Model developer/respondent: Marty Williams, Mark Cheplik,
Christy O'Flaherty
Number of versions: 2 versions - 1.42 (Basic version), 1.52
(used for chem.specific analysis)
Latest model version: 1.52 (1998), 1.42 (1997)
Date of latest version: 1998
Date of model origin: 1993
Agency/personnel development: Waterborne Environmental, Inc.
Contact agency/person: Waterborne User
Help: Marty Williams, Amy Ritter
Major user groups: Agri Chemical Company
Model support:
- >Private - $300 cost free help unitl it interferes
with paid deliverables
Public
HSPFC
EPA staff interviewers: Sid Abel, Bill Effland, Jon Peckenpaugh
Model Name: HSPF (Hydrologic Simulation Program, FORTRAN)
within BASINS
Model developer/respondent: Russell Kinerson (all questions);
Tony Donigan (some questions)
Number of versions: 11 versions of HSPF; 2 versions of BASINS
Latest model version: Version 11 of HSPF; Version 2 of BASINS
which uses version 10 of HSPF
Date of latest version: HSPF version 11 (April 1997); BASINS
2.0 (June 1998)
Date of model origin:
Agency/personnel development: HSPF: US EPA and USGS; BASINS:
US EPA
Contact agency/person: US EPA, Office of Science Technology,
Washington, DC; R. Kinerson
Major user groups:
- Scientific: HSPF has several users; BASINS 1.0 has several users
- Regulatory: BASINS purpose is primarily for regulatory factors; several users
- Planning: BASINS has several users
- Private
- Public: US EPA for BASINS and version 10 of HSPF
SWATD
EPA staff interviewers: James Lin
Model Name: SWAT (Soil and Water Assessment Tool)
Model developer/respondent: Dr. Jeff Arnold
Number of versions: 1-2 per year
Latest model version: 98-1
Date of latest version: Jan. 1, 1998
Date of model origin: 1992
Agency/personnel development: USDA - Agriculture Research
Service
Contact agency/person: Dr. Jeff Arnold
Major user groups:
- Scientific (list) Universities - Texas A&M, Purdue, Baylor, NC State, Nebraska, Illlinois, Missouri, Texas...
- Regulatory (list) EPA - SWAT is being added to the BASINS system
- Planning (list) NRCS - National Headquarters and numerous state offices, NOAA, Tarrant County
- Private
- Public: USDA-ARS Temple, TX; Texas A&M Temple; SWAT homepage and listserver
AnnAGNPSE
EPA staff interviewers:
Model Name: AnnAGNPS (Annualized Agricultural Non-Point Source
Pollution Model)
Model developer/respondent: Dr. Fred D. Theurer (NRCS) and
Dr. Ronald L. Bingner (ARS)
Number of versions: 2 single-event and 1 continuous
Latest model version: 1.05
Date of latest version: 15 June 1998
Date of model origin: February 1998 (AnnAGNPS); 1982 (AGNPS
- single-event)
Agency/personnel development: USDA: ARS and NRCS
Contact agency/person: Dr. Fred D. Theurer (NRCS) or Dr.
Ronald L. Bingner (ARS)
Major user groups:
- Scientific: various universities world-wide
- Regulatory: states nation-wide
- Planning: NRCS and states nation-wide
- Private
- Public: ARS-national Sedimentation Lab, Oxford, MS
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