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<br />111-4 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I ' <br />I <br />I <br />I <br />I <br /> <br />The floodway definition that was used for this analysis and <br />accepted for use by Adams County, Arvada and U.D. & F.C.D. is based <br />on the criteria that the water surface elevation in the floodway <br />would increase by no more than 0.5 feet with development in the flood <br />storage area. Since a significant portion of the floodplain in the <br />Hidden Lake and Bates Lake basins is shallow (generally less than 1.0 <br />feet) overland flow without a defined channel, two techniques were <br />needed to define the actual floodway. The first technique defines <br />the floodway based on channel cross-section rating, where the flood- <br />way width is adjusted until the 0.5 foot criteria is met, This type <br />of floodway is referred to as a channel floodway. <br />The second technique used to define the floodway for the overland <br />flow portion of the floodplain, referred to as an overland floodway, <br />is defined as follows: <br />a) review the reach in question to determine the local slope, <br />Manning's n value and the average depth to the nearest 0.5 <br />foot (typically one foot); <br />b) from the depth, n value and slope, define a width of channel <br />to pass the 100 year storms using infinite width channel <br />techniques; <br />c) compare the floodway width to the floodplain width. If <br />the defined width is greater than the floodplain, increase <br />the depth and repeat steps band c. <br />This method is very flexible and can be modified by adjusting the <br />depth of flow until a reasonable floodway width is determined. However, <br />the ratio of the width to the depth of flow should be greater than <br />