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<br />10) U.S. De,partmen1: of Agriculture, Soil <br />Conservation Service, 1977, Procedures for <br />Determining Peak. FloHS in Colorado. <br /> <br />ll) Resource Consultants, Inc. Larimer County <br />stormwater Manaqement: Manual, Post Off ice Box <br />Q, Fort Collins, Colorado. <br /> <br />12)U.S. Army" Corps of Engineers, Hydrologic <br />Engineering Center, Hec-1 Flood Hydrograph <br />User's Manual, september, 1990. <br /> <br />13) U.S. Department of Agriculture, Agricul- <br />tural Research Service, Linear Theory of <br />Hydrologic Syst:ems,Technical Bulletin No. <br />1468, 1973. <br /> <br />summary and conc:lusion <br /> <br />various techniques for the development of flood flow <br />frequency relationships have been discussed. Two <br />computationally simple t,'achniques have been selected <br />for use in examples presented during the session. <br />Development of a working knowledge of the more involved <br />techniques has been considered to be beyond the scope <br />of thif: discussion. Reference!; have been provided for <br />those conference participants whc> are interested in <br />learning more about the me.thods of analysis that are <br />more complex and more computationally intensive. The <br />requirEd computat;ions for most methods of analysis are <br />greatly facilitated by thE! use of <l computer. Most of <br />the popular software that is currently being used in <br />flood hydrology is available in a form that can be <br />executed on a microcomputE:r. <br /> <br />The investigator who is faced with the problem of <br />developing a frequency-discharge relationship at a <br />given point within a ,,,atershed, should alway!S begin by <br />investigating the availability of prior analyses that <br />can be reused or modified. For watersheds within the <br />boundaries of the Urban Drainage and Flood Control <br /> <br />13 <br />