WMS:TR-55 Sheet Flow Equation: Difference between revisions

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: <math>s</math> = slope of the hydraulic grade line (ground slope) in ft/ft.
: <math>s</math> = slope of the hydraulic grade line (ground slope) in ft/ft.


2 year, 24 hour rainfall values can be determined from the map in appendix B-4 of the TR-55 reference manual [ftp://ftp.wcc.nrcs.usda.gov/wntsc/H&H/other/TR55documentation.pdf] for eastern US locations and from the NOAA Atlas 2 maps for the western US locations.
2 year, 24 hour rainfall values can be determined from the NOAA Atlas 2 or NOAA Atlas 14 maps for many US locations or from the map in appendix B-4 of the TR-55 reference manual [ftp://ftp.wcc.nrcs.usda.gov/wntsc/H&H/other/TR55documentation.pdf] for eastern US locations.


Generally the sheet flow equation should not be used for lengths greater than 300 feet.
Generally the sheet flow equation should not be used for lengths greater than 300 feet.

Revision as of 21:58, 19 March 2013

Sheet flow generally occurs in the headwater of streams. The following equation is used to describe sheet flow:

where:

= travel time (hr).
= Manning’s roughness coefficient (see Table 3-1 of the TR-55).
= flow path length (ft).
= 2year, 24 hour rainfall (in).
= slope of the hydraulic grade line (ground slope) in ft/ft.

2 year, 24 hour rainfall values can be determined from the NOAA Atlas 2 or NOAA Atlas 14 maps for many US locations or from the map in appendix B-4 of the TR-55 reference manual [1] for eastern US locations.

Generally the sheet flow equation should not be used for lengths greater than 300 feet.

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