WMS:Ramser Tc Equation: Difference between revisions

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: <math>t_c = 0.008 L_c ^{0.77} S_c ^{-0.385} </math>
: <math>t_c = 0.008 L_c ^{0.77} S_c ^{-0.385} </math>
:[[Image:image128.gif]]


where:
where:


t<sub>c</sub> - time of concentration in minutes.
<math>t_c</math> = time of concentration in minutes.


L<sub>c</sub> - length of channel reach in feet.
<math>L_c</math> = length of channel reach in feet.


S<sub>c</sub> - average channel slope in ft/ft.
<math>S_c</math> = average channel slope in ft/ft.


For flow in concrete channels, tc should be multiplied by 0.2.
For flow in concrete channels, <math>t_c<math> should be multiplied by 0.2.





Revision as of 21:09, 22 February 2013

Ramser (1927) developed an equation for computing the time of concentration in well-defined channels. The equation is based on the length and slope of the channel.

where:

= time of concentration in minutes.

= length of channel reach in feet.

= average channel slope in ft/ft.

For flow in concrete channels, <math>t_c<math> should be multiplied by 0.2.


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