SWAT Model for Cedar Creek - SMA Study

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Resource type: SWAT Model Instance Resource
Storage: The size of this resource is 153.1 MB
Created: Jul 17, 2016 at 3:22 p.m.
Last updated: Jun 14, 2017 at 5:54 p.m.
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Sharing Status: Public
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This is a calibrated SWAT model for Cedar Creek in Indiana. It was used by Rajib and Merwade (2016) to investigate the role of SCS CN method in soil moisture accounting algorithm in SWAT.

Subject Keywords

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Resource Level Coverage


Coordinate System/Geographic Projection:
WGS 84 EPSG:4326
Coordinate Units:
Decimal degrees
Place/Area Name:
Cedar Creek, IN


Start Date:
End Date:


Resource Specific

Model Output
Includes output files? No

Executed By
Name Unspecified

Model Objective
SWAT model objectives Hydrology

Simulation Type
SWAT simulation type Normal Simulation

Model Method
Runoff calculation method Curve Number
Flow routing method Variable Storage
PET estimation method Penman Monteith

Model Input
Rainfall time step type Daily
Routing time step type Daily
Simulation time step type Daily
Watershed area in square kilometers 699.58
Number of subbasins 57
Number of HRUs 253
DEM resolution in meters 30
DEM source name USGS
LandUse data source name NLCD 2006
Soil data source name STATSGO

Additional Metadata

Name Value
SWATShareModelID dcb9b7a11c286a62b7967f13efa0a85d
SWATShareModelLastModifiedTime 2017-06-14T17:53:34.000000 00:00

Related Resources

This resource is referenced by Md. Adnan Rajib, and V. Merwade, Improving soil moisture accounting and streamflow prediction in SWAT hydrologic model by incorporating a modified time-dependent SCS CN method, Hydrological Processes, 30(4), 603-624. (2016).DOI: 10.1002/hyp.10639

How to Cite

Merwade, V. (2017). SWAT Model for Cedar Creek - SMA Study, HydroShare, http://www.hydroshare.org/resource/c65bce3e4459476f9950c6510728695e

This resource is shared under the Creative Commons Attribution CC BY.



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