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OLS Field Name OLS Field Data
Main Title Flood frequency relationships for small watersheds in Kansas /
Author McEnroe, Bruce M.
Other Authors
Author Title of a Work
Young, C. Bryan.
Rome, Anthony C.
Publisher Kansas Dept. of Transportation ; [Available through the National Technical Information Service],
Year Published 2007
Report Number K-TRAN: KU-06-4
OCLC Number 181337707
Subjects Flood forecasting--Kansas--Methodology. ; Watersheds--Kansas. ; Rain and rainfall--Kansas. ; floods. ; mathematical prediction. ; Rational formula (Hydraulics)
Internet Access
Description Access URL
Online version
Library Call Number Additional Info Location Last
ELBM  GB1399.2.M24 2007 AWBERC Library/Cincinnati,OH 05/01/2017
Collation xii, 53 pages : illustrations, maps, charts ; 28 cm
Final report; Performed by University of Kansas Civil, Environmental & Architectural Engineering Dept. for the Kansas Dept. of Transportation, Bureau of Materials and Research under contract no. Contract Number: C1570. "October 2007." Includes bibliographical references (pages 42-43). "Report no. K-TRAN: KU-06-4"--Cover.
Contents Notes
This report presents some new flood-frequency equations for Kansas that combine the best features of the Rational method and traditional regression equations. These equations provide estimates of discharges with recurrence intervals of 2, 5, 10, 25, 50 and 100 years for unregulated rural streams with drainage areas under 30 mi2. The inputs to these equations are the drainage area, the mean annual precipitation, and rainfall intensity. The rainfall intensity is the average intensity over the drainage area for a duration equal to the watershed's time of concentration and the same recurrence interval as the desired discharge. Two sets of equations are presented. The equations in the first set are termed Extended Rational equations because the discharge is directly proportional to both rainfall intensity and drainage area, as in the Rational formula. The equations in the second set are power-type equations developed by traditional multiple-regression analysis. The two sets of equations are quite similar, with nearly identical standard errors. Both sets of equations were developed from data for 72 USGS stream-flow gaging stations on unregulated rural streams with drainage areas under 30 mi2 and record lengths of 20 years or longer. Two-year through 100-year discharges for each station were computed from the annual peak-flow data by the most recent USGS method for Kansas. The time of concentration for each watershed was estimated from the channel length and average channel slope with the KDOT-KU equation for rural watersheds in Kansas. Point-rainfall intensities for these times of concentration were interpolated from KDOT's rainfall tables. Corresponding area-average rainfall intensities were determined from the precipitation depth-area-duration relationship in the U.S. Weather Bureau's Technical Paper No. 40. The runoff coefficient (C) for each recurrence interval was backed out from the Rational formula (Q = C i A) using the discharge from the frequency analysis, the area-average rainfall intensity and the drainage area. Predictive equations for the 2-year through 100-year runoff coefficients were developed by regression analysis. Many physical and climatic characteristics of the watershed were considered as possible explanatory variables. The recommended equations relate the runoff coefficients to mean annual precipitation (MAP). Maps illustrate the geographic variation in C, as predicted from MAP, across Kansas for the six recurrence intervals. The Extended Rational equations for the 2-year through 100-year discharges were obtained by substituting the recommended equations for C into the Rational formula. The report includes step-by-step instructions for applying the new equations and an example application. Introduction -- Data for regional regression analyses -- Regional regression analyses -- Application of the new equations.