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<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 />5.0 INTERPRETATION OF THIS REPORT <br /> <br />5.1 Hydrologic Findings <br /> <br />The results of the hydrologic analysis for the Colorado River mainstem are considered accurate. <br />They are based principally on existing approved data prepared by federal agencies. The <br />availability of detailed information for almost 70% of the study reach provided accurate <br />relationships with the unstudied reach fmdings. <br /> <br />5.2 Hydraulic Findings <br /> <br />The hydraulic methods used for this study are similar to those used in more detailed studies. <br />They are much more detailed than the methods used in typical approximate studies. The 100- <br />year flood depths for the previously unstudied reaches range from 19.2 feet in a medium reach <br />of the river to 26.5 feet near the downstream limit of the study (where the drainage area <br />essentially doubles at the Gunnison River confluence). The majority of the flood depths are <br />generally consistent throughout the previously unstudied portions of the study reach with <br />'differences of only a few feet (18.2-26.5 feet for the l00-year flow depths). The variation <br />between the 50-year and l00-year flood depths is generally less than one foot. To fmd flood <br />depths for the reaches where there has already been a detailed study, interested parties are <br />directed to the flood prof1les in those detailed studies. <br /> <br />5.3 Floodplain Delineations <br /> <br />The primary difficulty in presenting precise delineations of the 50-year and l00-year floodplains <br />for the previously unstudied reaches was the limited quality of the available base mapping for <br />the unstudied reaches of the Colorado River. Using USGS topographic quadrangle maps at <br />contour intervals of 20 or 40 feet to portray flood lines in unsurveyed areas provides limited <br />information. The margin for interpretation is very great, especially in medium to wide reaches <br />of the river where contours are widely spaced. More detailed topographic information will be <br />needed in areas of specific interest. <br /> <br />This study can be utilized to prepare more detailed floodplain delineations in such areas of <br />, specific interest. Those who are interested. in greater detail have three choices for using this <br />study: <br /> <br />1) They can consult the existing detailed studies, if they pertain to their site, to better <br />ascertain the flood status of the site in question; <br />2) They can rely on the hydrologic determinations in this report and use other topographic <br />information and hydraulic models; or ' <br />3) They can use the depth information in this report with more detailed topographic <br />information to modify the floodplain delineation. <br /> <br />22 <br />