WMS:Kerby Tc Equation: Difference between revisions
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where: | where: | ||
<math>t_c</math> = time of concentration in minutes. | |||
S = overland slope in ft/ft. | <math>S</math> = overland slope in ft/ft. | ||
n = roughness coefficient. | <math>n</math> = roughness coefficient. | ||
<math>L_o</math> = length of overland flow in feet. | |||
A table of recommended values for n is given below: | A table of recommended values for n is given below: | ||
Line 19: | Line 19: | ||
|+Recommended surface roughness values | |+Recommended surface roughness values | ||
!width="350"|Surface Description | !width="350"|Surface Description | ||
!width="150"|n | !width="150"|<math>n</math> | ||
|- | |- | ||
|Smooth, impervious surface||0.02 | |Smooth, impervious surface||0.02 |
Revision as of 15:41, 27 February 2013
Kerby (1959) developed an equation for computing the time of concentration for overland flow distances of less than 500 feet and greater than 300 feet.
where:
= time of concentration in minutes.
= overland slope in ft/ft.
= roughness coefficient.
= length of overland flow in feet.
A table of recommended values for n is given below:
Surface Description | |
---|---|
Smooth, impervious surface | 0.02 |
Smooth, packed bare soil | 0.1 |
Poor grass, cultivated row crops of moderately rough bare soil | 0.2 |
Pasture or average grass | 0.4 |
Deciduous timberland | 0.6 |
Timberland with deep forest litter or dense grass | 0.8 |
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