WMS:Ramser Tc Equation: Difference between revisions
From XMS Wiki
Jump to navigationJump to search
No edit summary |
No edit summary |
||
Line 19: | Line 19: | ||
{{WMSMain}} | {{WMSMain}} | ||
[[Category:Equations| | [[Category:Equations|Ramser]] | ||
{{stub}} | {{stub}} |
Revision as of 15:38, 6 December 2016
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 |