WMS:Ramser Tc Equation: Difference between revisions
From XMS Wiki
Jump to navigationJump to search
No edit summary |
No edit summary |
||
Line 11: | Line 11: | ||
<math>S_c</math> = average channel slope in ft/ft. | <math>S_c</math> = average channel slope in ft/ft. | ||
For flow in concrete channels, <math>t_c<math> should be multiplied by 0.2. | For flow in concrete channels, <math>t_c</math> should be multiplied by 0.2. | ||
Revision as of 21:10, 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, should be multiplied by 0.2.
Related Topics
WMS – Watershed Modeling System | ||
---|---|---|
Modules: | Terrain Data • Drainage • Map • Hydrologic Modeling • River • GIS • 2D Grid • 2D Scatter | |
Models: | CE-QUAL-W2 • GSSHA • HEC-1 • HEC-HMS • HEC-RAS • HSPF • MODRAT • NSS • OC Hydrograph • OC Rational • Rational • River Tools • Storm Drain • SMPDBK • SWMM • TR-20 • TR-55 | |
Toolbars: | Modules • Macros • Units • Digitize • Static Tools • Dynamic Tools • Drawing • Get Data Tools | |
Aquaveo |