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 | 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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