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<br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Chart I is a graphic representation of storm intensity values <br /> <br />for the Yuma, Colorado area. Table I is a summary of "c" <br /> <br />values (coefficients) for the use with the rational formula <br /> <br />analysis. <br /> <br />5. <br /> <br />UNIT HYDROGRAPH METHOD <br /> <br />The unit hydrograph procedure is a method of synthesizing a <br /> <br />complete runoff picture for a given area and storm. Chart <br /> <br />II, Indian Hills Hydrograph, is a graphic illustration of the <br /> <br />results of an application of this procedure to a particular <br /> <br />area. The information available as a result of an application <br /> <br />of this procedure includes not only the peak runoff for the <br /> <br />area, but also the approximate flow at any time during the <br /> <br />runoff process. With this information, it is possible to predict <br /> <br />the peak flow downstream from a point of confluence of two <br /> <br />channels under consideration. <br /> <br />The unit hydrograph method, as outlined in the following <br /> <br />paragraphs, is termed the Colorado Urban Hydrograph <br /> <br />Procedure" because coefficients are based upon data collectiun <br /> <br />and studies financed by the City of Denver and the Regional <br /> <br />Council of Governments. A more comprehensive presentation <br /> <br />of this method can be found in Volume I of the Denver Regional <br /> <br />Council of Governments - Urban Storm Drainage Criteria ManuaL <br /> <br />) <br /> <br />11 <br />