WMS:TR-55: Difference between revisions
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TR-55 models can be defined in WMS using the commands in the ''TR-55'' menu and resulting dialogs. The TR-55 model has long been used to determine the increase in runoff resulting from the development of rural land into urban land. The WMS interface to TR-55, combined with the basin delineation and time of concentration calculations from feature objects (see [[WMS:Lag Time and Time of Concentration|Lag Time and Time of Concentration]]), makes it simple to set up and run several different scenarios in a relatively short time period. | TR-55 models can be defined in WMS using the commands in the ''TR-55'' menu and resulting dialogs. The TR-55 model has long been used to determine the increase in runoff resulting from the development of rural land into urban land. The WMS interface to TR-55, combined with the basin delineation and time of concentration calculations from feature objects (see [[WMS:Lag Time and Time of Concentration|Lag Time and Time of Concentration]]), makes it simple to set up and run several different scenarios in a relatively short time period. | ||
This chapter describes the mechanics of the WMS interface to TR-55 and is not a complete reference to the methodology, uses, and limitations. For more in depth information you should read [ | This chapter describes the mechanics of the WMS interface to TR-55 and is not a complete reference to the methodology, uses, and limitations. For more in depth information you should read [ftp://ftp.wcc.nrcs.usda.gov/wntsc/H&H/other/TR55documentation.pdf “Technical Release 55: Urban Hydrology for Small Watersheds, 2nd Edition.”] | ||
'''Related Topics:''' | '''Related Topics:''' | ||
Revision as of 16:28, 22 February 2013
TR-55 models can be defined in WMS using the commands in the TR-55 menu and resulting dialogs. The TR-55 model has long been used to determine the increase in runoff resulting from the development of rural land into urban land. The WMS interface to TR-55, combined with the basin delineation and time of concentration calculations from feature objects (see Lag Time and Time of Concentration), makes it simple to set up and run several different scenarios in a relatively short time period.
This chapter describes the mechanics of the WMS interface to TR-55 and is not a complete reference to the methodology, uses, and limitations. For more in depth information you should read “Technical Release 55: Urban Hydrology for Small Watersheds, 2nd Edition.”
Related Topics:
WMS – Watershed Modeling System | ||
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