WMS:TR-55: Difference between revisions

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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.”]
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==
* [[WMS:TR-55 Initialize Simulation|Initializing a TR55 Simulation]]
* [[WMS:TR-55 Initialize Simulation|Initializing a TR55 Simulation]]
* [[WMS:TR-55 Basin Data|Basin Data]]
* [[WMS:TR-55 Basin Data|Basin Data]]

Revision as of 17:32, 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