WMS:Kerby Tc Equation: Difference between revisions
From XMS Wiki
Jump to navigationJump to search
No edit summary |
|||
Line 40: | Line 40: | ||
{{WMSMain}} | {{WMSMain}} | ||
[[Category:Equations|K]] |
Revision as of 15:54, 21 February 2014
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 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 |
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 |