Rational Equation Calculator

Compute peak discharge from a drainage basin using the Rational Equation Method

Rational method equation calculation is mobile-device-friendly as of November 25, 2013

 Rational runoff coefficient, c: Rainfall intensity, i: inch/hour inch/day inch/year mm/hour mm/day mm/year Drainage area, A: square foot acre square mile square meter hectare square kilometer Peak discharge, Q: US gal/min (gpm) US gal/day (gpd) ft3/s (cfs) ft3/day (cfd) million US gal/day acre-foot/year (Ac-ft/yr) m3/s m3/day © 2013 LMNO Engineering, Research, and Software, Ltd. http://www.LMNOeng.com

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Units in Rational Equation calculation: ft3=cubic foot, m3=cubic meter, mm=millimeter, s=second

Rational Method Equation
The Rational equation is the simplest method to determine peak discharge from drainage basin runoff. It is not as sophisticated as the SCS TR-55 method, but is the most common method used for sizing sewer systems.

Rational Equation:  Q=ciA
The Rational equation requires the following units:
Q = Peak discharge, cfs
c = Rational method runoff coefficient
i = Rainfall intensity, inch/hour
A = Drainage area, acre

Note that our calculation allows you to use a variety of units.

The Rational method runoff coefficient (c) is a function of the soil type and drainage basin slope. A simplified table is shown below. See the references at the bottom of the page for more complete tables including impact of slope.

The Rainfall intensity (i) is typically found from Intensity/Duration/Frequency curves for rainfall events in the geographical region of interest. The duration is usually equivalent to the time of concentration of the drainage area. The storm frequency is typically stated by local authorities depending on the impact of the development. A 10-yr, 25-yr, 50-yr, or even 100-yr storm frequency may be specified.

Simplified Table of Rational Method Runoff Coefficients (see references below)

 Ground Cover Runoff Coefficient, c Lawns 0.05 - 0.35 Forest 0.05 - 0.25 Cultivated land 0.08-0.41 Meadow 0.1 - 0.5 Parks, cemeteries 0.1 - 0.25 Unimproved areas 0.1 - 0.3 Pasture 0.12 - 0.62 Residential areas 0.3 - 0.75 Business areas 0.5 - 0.95 Industrial areas 0.5 - 0.9 Asphalt streets 0.7 - 0.95 Brick streets 0.7 - 0.85 Roofs 0.75 - 0.95 Concrete streets 0.7 - 0.95

Error Messages given by calculation
"Need 0<c<1", "Need i>0" "Need A>0". Input values must be in these ranges.

References and Bibliography
Chin, David A. 2000. Water-Resources Engineering. Prentice-Hall.

Chow, Ven Te, David R. Maidment, and Larry W. Mays. 1988. Applied Hydrology. McGraw-Hill.

Corbitt, Robert A. 1999. Standard Handbook of Environmental Engineering. McGraw-Hill. 2ed.

Lindsley, Ray K., Joseph B. Franzini, David L. Freyberg, and George Tchobanoglous. 1992. Water-Resources Engineering. McGraw-Hill. 4ed.

McCuen, Richard H. 1998. Hydrology Analysis and Design. Prentice-Hall. 2ed.

Singh, Vijay P. 1992. Elementary Hydrology. Prentice-Hall.

LMNO Engineering, Research, and Software, Ltd.
7860 Angel Ridge Rd.   Athens, Ohio  45701   USA   Phone and fax: (740) 592-1890
LMNO@LMNOeng.com    http://www.LMNOeng.com

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