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<br />TECHNICAL REPORT STANDARD TITLE PAGE <br /> <br /> 1. Report No. 2. Government Accession No. 3. Reclpient"s Cotalog No. <br /> FHWA-RD-77-l60 <br /> 4. Tdle and Subtitle Runoff Estimates for Small Rural Water- 15 Report Date <br />I sheds and Development of a SOlU1d Design ~lethod October 1977 <br /> Volume II I Appendix A, "Frequency Curves & Data" ,6, Performrng Organization Code <br /> i <br />~ - - .- -- , i <br /> 7. Authoc"s) '8, Performing OrganizQtian Report Na. <br /> Joel E. Fletcher, A. Leon Huber, <br /> Frank W. Haws, and Calvin G. Clyde <br /> 9. Performing Organl zotion Name and Address 10, Work Unit No. <br /> Utah Water Research Laboratory FCP 35H3-0l2 <br />I Utah State University II. Contract or Gront No. <br />Logan, Utah 84322 OOT-FH-1l-7809 <br /> 13, Type of Report and Period Covered <br /> 12. Sponsori1i Agency Nome and Address <br /> Federal ighway Administration <br /> U.S. Department of Transportation Final Report <br />i Washington, D.C. 20590 14, Sponsoring Agency Code <br /> 15. Supplementary Notes <br /> FHWA Contract Manager: Frank K. Stovicek <br /> 16. Abstract <br /> Appendix A contains the annual flood frequency curves and the data for each State <br /> arranged alphabetically. <br /> The other volumes of this report are: <br /> FHWA-RD- Subtitle <br /> 77-158 Vol I Research Report <br /> 77-159 Vol II Recommendations for Preparing Design ~mnuals and Appendices <br /> B, C, D, E, F,G, and H. <br /> <br />17. Key Words Hydrology, small watersheds, 118. Distribution Statement <br />hydrophysiographic zones, peak runoff, l:ThiS document is available to the public <br />flood frequency, regression analysis, through the National Technical Information <br />graphical correlation, estimating Service, Springfield, Virginia 22161. <br />discharge, design, nomographs. <br /> <br />19. Secur-ity Closs.!. (01 this reporll --1:;20. Securl~assd lof 'hiS pagel <br /> <br />Unclassified Unclassified <br />---------- ----- ~-- <br />Form DOT F 1700.7 (8-69) <br /> <br />12). N'2~~,g., <br /> <br />22. P"ce- <br />