Model:GSSHA: Difference between revisions

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{{Infobox Model
{{Model identity
|model name              = GSSHA
|Model type=Modular
|developer                = '''Ogden''', Fred
|one-line-description    = Coupled distributed engineering hydrology, sediment, contaminant fate/transport 
|type                     = Model
|source                  = [[image:Red1.png]]
}}
}}
<!-- Edit the part above to update info on other papers -->
{{Model identity2
 
|ModelDomain=Hydrology, Terrestrial
== GSSHA ==
|Spatial dimensions=1.5D, 2D
__TOC__
|Spatialscale=Watershed-Scale
 
|One-line model description=Coupled distributed engineering hydrology, sediment, contaminant fate/transport
===Introduction===
|Extended model description=Gridded Surface Subsurface Hydrologic Analysis (GSSHA) is a grid-based two-dimensional hydrologic model. Features include 2D overland flow, 1D stream flow, 1D infiltration, 2D groundwater, and full coupling between the groundwater, vadoze zone, streams, and overland flow. GSSHA can run in both single event and long-term modes. The fully coupled groundwater to surfacewater interaction allows GSSHA to model both Hortonian and Non-Hortonian basins.
 
New features of version 2.0 include support for small lakes and detention basins, wetlands, improved sediment transport, and an improved stream flow model.
=== History ===
GSSHA has been successfully used to predict soil moistures as well as runoff and flooding.
 
}}
=== Papers ===
{{Start model keyword table}}
 
{{Model keywords
=== GSSHA Questionnaire ===
|Model keywords=Hydrological model
 
}}
==== Contact Information ====
{{Model keywords
{| class="wikitable"
|Model keywords=basin
| class="model_col1"| Model:
}}
| class="model_col2"| Gridded Surface/Subsurface Hydrologic Analyis (GSSHA)
{{End a table}}
|-
{{Modeler information
| class="model_col1"| Contact person:
|First name=Fred
| class="model_col2"| Fred Ogden (Model developer)
|Last name=Ogden
|-
|Type of contact=Model developer
| class="model_col1"| Institute:
|Institute / Organization=University of Wyoming
| class="model_col2"| University of Wyoming
|Postal address 1=1000 E. Univ. Ave
|-
|Postal address 2=Dept. of Civil & Architectural Engineering
| class="model_col1"| City:
|Town / City=Laramie
| class="model_col2"| Laramie, WY
|Postal code=82071
|-
|State=Wyoming
| class="model_col1"| Country:
|Country=United States
| class="model_col2"| USA
|Email address=fogden@uwyo.edu
|-
|Phone=307-766-6171
| class="model_col1"| Email:
|Fax=307-766-2221
| class="model_col2"| fogden@uwyo.edu
}}
|-
{{Additional modeler information
| class="model_col1"| 2nd person involved:
|Additional first name=Charles
| class="model_col2"| Charles Downer (Model developer)
|Additional last name=Downer
|-
|Additional type of contact=Model developer
| class="model_col1"| 3rd person involved:
}}
| class="model_col2"| Aaron Byrd (Technical contact)
{{Additional modeler information
|}
|Additional first name=Aaron
 
|Additional last name=Byrd
==== Model description ====
|Additional type of contact=Technical contact
 
|Additional institute / Organization=U.S. Army Corps of Engineers
{| class="wikitable" 
|Additional postal address 1=3909 Halls Ferry Rd.
| class="model_col1"| Model type:
|Additional town / City=Vicksburg
| class="model_col2"| Modular model for the terrestrial domain.
|Additional postal code=39180
|-
|Additional state=Mississippi
| class="model_col1"| Description:
|Additional email address=Aaron.R.Byrd@usace.army.mil
| class="model_col2"| Gridded Surface Subsurface Hydrologic Analysis (GSSHA) is a grid-based two-dimensional hydrologic model. Features include 2D overland flow, 1D stream flow, 1D infiltration, 2D groundwater, and full coupling between the groundwater, vadoze zone, streams, and overland flow. GSSHA can run in both single event and long-term modes. The fully coupled groundwater to surfacewater interaction allows GSSHA to model both Hortonian and Non-Hortonian basins.<br>New features of version 2.0 include support for small lakes and detention basins, wetlands, improved sediment transport, and an improved stream flow model.<br>GSSHA has been successfully used to predict soil moistures as well as runoff and flooding.
|Additional phone=6016342473
|}
}}
 
{{Model technical information
==== Technical information ====
|Supported platforms=Unix, Linux, Mac OS, Windows
 
|Programming language=C++
{| class="wikitable" 
|Code optimized=Single Processor, Multiple Processors
| class="model_col1"| Supported platforms:
|Start year development=1988
| class="model_col2"| Unix, Linux, Mac OS X, Windows
|Does model development still take place?=Yes
|-
|Model availability=As code, As teaching tool
| class="model_col1"| Programming language:
|Program license type=Other
| class="model_col2"| C++
|Program license type other=--
|-
|Memory requirements=Depends on catchment
| class="model_col1"| Model development started at:
|Typical run time=depends on catchment size and process algorithms selected
| class="model_col2"| 1988 and development still takes place
}}
|-
{{Input - Output description
| class="model_col1"| To what degree will the model become available:
|Describe input parameters=DEM, land-use/land-cover, stream channels, precipitation, soils, aquifer maps. These index maps are used to classify catchment parameters related to overland/channel flow, soil/aquifer hydraulic properties, soil erodibility, contaminant loadings, etc. Model setup is greatly enhanced by the use of the US Dept. of Defense Watershed Modeling System (WMS), which serves as an interface between GSSHA and Arc/Info
| class="model_col2"| Executable freely available. As teaching tool or for research/studies. Code access on a limited collaborative basis. Contact developers.
|Input format=ASCII, Binary
|-
|Other input format=US Dept. of Defense Watershed Modeling System (WMS)
| class="model_col1"| Current license type:
|Describe output parameters=Flow rates, depths, soil moisture, sediment fluxes, erosion/deposition, contaminant/nutrient fluxes and concentrations, groundwater levels, reservoir storages.
| class="model_col2"| --
|Output format=ASCII, Binary
|-
|Other output format=US Dept. of Defense Watershed Modeling System (WMS)
| class="model_col1"| Memory requirements:
|Pre-processing software needed?=No
| class="model_col2"| Depends on catchment
|Post-processing software needed?=Yes
|-
|Describe post-processing software=yes, The US Dept. of Defense Watershed Modeling system can produce animations of model outputs. Run summary file includes detailed mass balance information. Output time series can be analyzed using spreadsheet or other software.
| class="model_col1"| Typical run time:
|Visualization software needed?=Yes
| class="model_col2"| depends on catchment size and process algorithms selected
|Other visualization software=Dept. of Defense, Watershed Modeling System (WMS)
|}
}}
 
{{Process description model
==== Input / Output description ====
|Describe processes represented by the model=Processes:
 
{| class="wikitable" 
| class="model_col1"| Input parameters:
| class="model_col2"| DEM, land-use/land-cover, stream channels, precipitation, soils, aquifer maps. These index maps are used to classify catchment parameters related to overland/channel flow, soil/aquifer hydraulic properties, soil erodibility, contaminant loadings, etc. Model setup is greatly enhanced by the use of the US Dept. of Defense Watershed Modeling System (WMS), which serves as an interface between GSSHA and Arc/Info
|-
| class="model_col1"| Input format:
| class="model_col2"| ASCII, Binary & US Dept. of Defense Watershed Modeling System (WMS)
|-
| class="model_col1"| Output parameters:
| class="model_col2"| Flow rates, depths, soil moisture, sediment fluxes, erosion/deposition, contaminant/nutrient fluxes and concentrations, groundwater levels, reservoir storages.
|-
| class="model_col1"| Output format:
| class="model_col2"| ASCII, Binary & US Dept. of Defense Watershed Modeling System (WMS)
|-
| class="model_col1"| Post-processing software (if needed):
| class="model_col2"| yes, The US Dept. of Defense Watershed Modeling system can produce animations of model outputs. Run summary file includes detailed mass balance information. Output time series can be analyzed using spreadsheet or other software.
|-
| class="model_col1"| Visualization software (if needed):
| class="model_col2"| Dept. of Defense, Watershed Modeling System (WMS)
|}
 
==== Process description ====
 
{| class="wikitable" 
| class="model_col1"| Processes represented by model:
| class="model_col2"|
*Rainfall: gage with nearest neighbor or inverse distance-squared weighting, radar.
*Rainfall: gage with nearest neighbor or inverse distance-squared weighting, radar.
*Interception: empirical model.
*Interception: empirical model.
Line 118: Line 88:
*Fate and transport of conservative and non-conservative
*Fate and transport of conservative and non-conservative
constituents in soil, overland, and channels
constituents in soil, overland, and channels
|-
|Describe key physical parameters and equations=Too much to describe in only 500 characters! See: http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
| class="model_col1"| Key physical parameters & equations:
|Describe length scale and resolution constraints=Dependent upon computational power and memory.
| class="model_col2"| Too much to describe in only 500 characters! See: http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
|Describe time scale and resolution constraints=Dependent upon computational power and memory.
|-
|Describe any numerical limitations and issues=Explicit finite volume routing formulations are time-step limited.
| class="model_col1"| Length scale & resolution constraints:
}}
| class="model_col2"| Dependent upon computational power and memory.
{{Model testing
|-
|Describe available calibration data sets=http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
| class="model_col1"| Time scale & resolution constraints:
|Describe available test data sets=http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
| class="model_col2"| Dependent upon computational power and memory.
|Describe ideal data for testing=
|-
}}
| class="model_col1"| Numerical limitations and issues :
{{Users groups model
| class="model_col2"| Explicit finite volume routing formulations are time-step limited.
|Do you have current or future plans for collaborating with other researchers?=The development of GSSHA has been funded by the US Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, Mississippi. GSSHA is being actively used by a number of US Army Corps of Engineers districts.
|}
}}
{{Documentation model
|Provide key papers on model if any=Key Papers:
* '''Billy E.Johnson and Terry K.Gerald, 2006. Development of Nutrient Submodules for Use in the Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Distributed Watershed Model. Journal of the American Water Resources Association. 1503~1525.'''


==== Testing ====
* '''Charles W.Downer, P.E.ASCE, and Fred L.Ogden, P.E.,ASCE., 2004. GSSHA: Model to Simulate Diverse Stream Flow Producing Processes.'''


{| class="wikitable" 
* '''Charles W.Downer and Fred L.Ogden, 2006. Gridded Surface Subsurface Hydrologic Analysis (GSSHA) User's Manual: Version 1.43 for Watershed Modeling System 6.1. U.S.Army Corps of Engineers, Washington, DC 20314-1000.'''
| class="model_col1"| Available calibration data sets:
|Manual model available=Yes
| class="model_col2"| http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
|Model website if any=http://chl.erdc.usace.army.mil/gssha
|-
}}
| class="model_col1"| Available test data sets:
{{Additional comments model
| class="model_col2"| http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
|Comments=Current version is 5.0
|-
}}
| class="model_col1"| Ideal data for testing:
{{CSDMS staff part
| class="model_col2"| --
|OpenMI compliant=No but possible
|}
|CCA component=No but possible
|IRF interface=No but possible
|CMT component=No but possible
}}
{{Start coupled table}}
{{End a table}}
{{End headertab}}
{{{{PAGENAME}}_autokeywords}}


==== User groups ====
{{NOINDEX}}
 
<!-- Edit the part above to update info on other papers -->
{| class="wikitable" 
| class="model_col1"| Currently or plans for collaborating with:
| class="model_col2"| The development of GSSHA has been funded by the US Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, Mississippi.  GSSHA is being actively used by a number of US Army Corps of Engineers districts.
|}
 
==== Documentation ====
 
{| class="wikitable" 
| class="model_col1"| Key papers of the model:
| class="model_col2"|
*Downer, C.W., and F.L. Ogden, 2006, Gridded Surface Subsurface Hydrologic Analysis (GSSHA) User's Manual, Version 1.43 for Watershed Modeling System 6.1, System Wide Water Resources Program, Coastal and Hydraulics Laboratory, U.S. Army Corps of Engineers, Engineer Research and Development Center, ERDC/CHL SR-06-1, 207 pp.
*Downer, C.W., and F.L. Ogden, 2004, Appropriate Vertical Discretization of Richard's Equation for Two-Dimensional Watershed-Scale Modelling, Hydrological Processes, 18:1-22.
*Downer, C.W., and F.L. Ogden, 2004, GSSHA: A model for simulating diverse streamflow generating processes, J. Hydrol. Engrg., 9(3):161-174.
*Downer, C.W., and F.L. Ogden, 2004, Prediction of runoff and soil moistures at the watershed scale: Effects of model complexity and parameter assignment, Water Resour. Res., 39(3), 10.1029/2002WR001439.
*Johnson, B.E., and T.K. Gerald, 2006, Development of nutrient submodules for use in the Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Distributed Watershed Model., J. Am. Water Resour. Assn., 42(6):1502-1525.
*Kalin, L. and M.H. Hantush, 2006, Comparative assessment of two distributed watershed models with application to a small watershed, Hydrol. Processes, 20(11):2285-2307.
*Levy, J.K., J.E.T. Moncur, and K. Takara, 2006, Introduction: Enhancing the capacity for sustainable watershed management, J. Am. Water Resour. Assn., pp. 1437-1439.
|-
| class="model_col1"| Is there a manual available:
| class="model_col2"| yes
|-
| class="model_col1"| Model website if any:
| class="model_col2"| http://chl.erdc.usace.army.mil/gssha
|}
 
==== Additional comments ====
 
{| class="wikitable" 
| class="model_col1"| Comments:
| class="model_col2"| Current version is 4.0
|}


=== Issues ===
==Introduction==


=== Help ===
== History ==


=== Input Files ===
== References  ==
<br>{{AddReferenceUploadButtons}}<br><br>
{{#ifexist:Template:{{PAGENAME}}-citation-indices|{{{{PAGENAME}}-citation-indices}}|}}<br>
{{Include_featured_references_models_cargo}}<br>


=== Output Files ===
== Issues ==


=== Download ===
== Help ==
{{#ifexist:Model_help:{{PAGENAME}}|[[Model_help:{{PAGENAME}}]]|}}


=== Source ===
== Input Files ==


== Output Files ==


[[Category:Terrestrial]]
[[Category:Source code not available]]

Latest revision as of 20:16, 16 September 2020



GSSHA


Metadata

Also known as
Model type Modular
Model part of larger framework
Note on status model
Date note status model
Spatial dimensions 1.5D, 2D
Spatial extent Watershed-Scale
Model domain Hydrology, Terrestrial
One-line model description Coupled distributed engineering hydrology, sediment, contaminant fate/transport
Extended model description Gridded Surface Subsurface Hydrologic Analysis (GSSHA) is a grid-based two-dimensional hydrologic model. Features include 2D overland flow, 1D stream flow, 1D infiltration, 2D groundwater, and full coupling between the groundwater, vadoze zone, streams, and overland flow. GSSHA can run in both single event and long-term modes. The fully coupled groundwater to surfacewater interaction allows GSSHA to model both Hortonian and Non-Hortonian basins.

New features of version 2.0 include support for small lakes and detention basins, wetlands, improved sediment transport, and an improved stream flow model. GSSHA has been successfully used to predict soil moistures as well as runoff and flooding.

Keywords:

Hydrological model, basin,

Name Fred Ogden
Type of contact Model developer
Institute / Organization University of Wyoming
Postal address 1 1000 E. Univ. Ave
Postal address 2 Dept. of Civil & Architectural Engineering
Town / City Laramie
Postal code 82071
State Wyoming
Country United States
Email address fogden@uwyo.edu
Phone 307-766-6171
Fax 307-766-2221


Name Charles Downer
Type of contact Model developer
Institute / Organization
Postal address 1
Postal address 2
Town / City
Postal code
State
Country
Email address
Phone
Fax


Name Aaron Byrd
Type of contact Technical contact
Institute / Organization U.S. Army Corps of Engineers
Postal address 1 3909 Halls Ferry Rd.
Postal address 2
Town / City Vicksburg
Postal code 39180
State Mississippi
Country
Email address Aaron.R.Byrd@usace.army.mil
Phone 6016342473
Fax


Supported platforms
Unix, Linux, Mac OS, Windows
Other platform
Programming language

C++

Other program language
Code optimized Single Processor, Multiple Processors
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 1988
Does model development still take place? Yes
If above answer is no, provide end year model development
Code development status
When did you indicate the 'code development status'?
Model availability As code, As teaching tool
Source code availability
(Or provide future intension)
Source web address
Source csdms web address
Program license type Other
Program license type other --
Memory requirements Depends on catchment
Typical run time depends on catchment size and process algorithms selected


Describe input parameters DEM, land-use/land-cover, stream channels, precipitation, soils, aquifer maps. These index maps are used to classify catchment parameters related to overland/channel flow, soil/aquifer hydraulic properties, soil erodibility, contaminant loadings, etc. Model setup is greatly enhanced by the use of the US Dept. of Defense Watershed Modeling System (WMS), which serves as an interface between GSSHA and Arc/Info
Input format ASCII, Binary
Other input format US Dept. of Defense Watershed Modeling System (WMS)
Describe output parameters Flow rates, depths, soil moisture, sediment fluxes, erosion/deposition, contaminant/nutrient fluxes and concentrations, groundwater levels, reservoir storages.
Output format ASCII, Binary
Other output format US Dept. of Defense Watershed Modeling System (WMS)
Pre-processing software needed? No
Describe pre-processing software
Post-processing software needed? Yes
Describe post-processing software yes, The US Dept. of Defense Watershed Modeling system can produce animations of model outputs. Run summary file includes detailed mass balance information. Output time series can be analyzed using spreadsheet or other software.
Visualization software needed? Yes
If above answer is yes
Other visualization software Dept. of Defense, Watershed Modeling System (WMS)


Describe processes represented by the model Processes:
  • Rainfall: gage with nearest neighbor or inverse distance-squared weighting, radar.
  • Interception: empirical model.
  • Infiltration: Green & Ampt, Green & Ampt with redistribution, three-layer Green & Ampt, or Richard's equation.
  • Overland runoff: 2-D finite volume diffusive wave with overland flow dykes and pothole lakes.
  • Channel routing: 1-D dendritic finite-volume diffusive wave with culverts, on-channel lakes, rule curves, rating curves, scheduled releases.
  • Groundwater: 2-D finite-difference with wells and various boundary conditions.
  • Overland erosion: three alternative source equations, raindrop impact, erosion limits, deposition, arbitrary size classes.
  • Channel sediment transport: advection-diffusion for fines, stream power for sands.
  • Fate and transport of conservative and non-conservative

constituents in soil, overland, and channels

Describe key physical parameters and equations Too much to describe in only 500 characters! See: http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
Describe length scale and resolution constraints Dependent upon computational power and memory.
Describe time scale and resolution constraints Dependent upon computational power and memory.
Describe any numerical limitations and issues Explicit finite volume routing formulations are time-step limited.


Describe available calibration data sets http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
Upload calibration data sets if available:
Describe available test data sets http://www.gsshawiki.com/wiki/index.php5?title=Main_Page
Upload test data sets if available:
Describe ideal data for testing


Do you have current or future plans for collaborating with other researchers? The development of GSSHA has been funded by the US Army Corps of Engineers, Engineer Research and Development Center, Vicksburg, Mississippi. GSSHA is being actively used by a number of US Army Corps of Engineers districts.
Is there a manual available? Yes
Upload manual if available:
Model website if any http://chl.erdc.usace.army.mil/gssha
Model forum / discussion board
Comments Current version is 5.0


This part will be filled out by CSDMS staff

OpenMI compliant No but possible
BMI compliant No but possible
WMT component No but possible
PyMT component
Is this a data component
Can be coupled with:
Model info
Authors
Fred Ogden
Downer, Byrd
Source code
Model citations
Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0
QR-code

Link to this page
Other models by author

Template:GSSHA autokeywords


Introduction

History

References



Nr. of publications: --
Total citations: 0
h-index: --"--" is not a number.
m-quotient: 0


See more publications of GSSHA

Issues

Help

Input Files

Output Files

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