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FLOOD00275
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Last modified
11/23/2009 1:21:58 PM
Creation date
10/4/2006 9:10:58 PM
Metadata
Fields
Template:
Floodplain Documents
County
Adams
Community
Westminster
Title
Bruchez Farms Property - Big Dry Creek at Wadsworth Parkway
Date
1/1/1998
Prepared For
Bruchez Farm
Prepared By
Wright Water Engineers Inc
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />a. Steo-Backwater Method. Flood water surface profiles <br />may be calculated by the standard step method employing <br />the Bernoulli energy equation with energy losses due to <br />friction evaluated with the Manning equation and other <br />losses evaluated by shock loss equations. <br /> <br />b. Alternative Methods. An alternative hydraulic <br />methodology may be accepted by the Board provided it <br />has been recommended for general use by a governmental <br />agency or notable scientific body, is well documented <br />and is available to the general user. In the case of a <br />computer program, documentation shall include a <br />published user's manual and a programmer's manual. <br /> <br />4. <br /> <br />Floodolain <br />boundaries <br />methods: <br /> <br />floodplain <br />of the following <br /> <br />Delineation Procedures. <br />shall be delineated <br /> <br />The <br />by one <br /> <br />a. Flood Contour Method. A reference line shall be <br />shown down the center of the low flow channel on the <br />work maps for all streams studied by detailed methods. <br />Flood contours, derived from the water surface profile <br />and corresponding to the map contours, shall be used to <br />define the boundaries of the 100-year floodplain on the <br />work maps. The flood contours shall have a vertical <br />interval equal to the contour interval of the work map <br />if a) the average slope of the water surface profile <br />between cross sections is flatter than one to <br />one-hundred, or b) the width of the floodplain is <br />greater than 200 feet, or c) there are, in the judgment <br />of the engineer, unusual topographic features. <br />Alternate flood contours or index flood contours may be <br />used in lieu of the above flood contour interval if the <br />slope of the water surface profile, in combination with <br />the work map contour interval and scale, would result <br />in an average horizontal spacing between flood contours <br />of less than 1 inch. A copy of the work map shall be <br />provided to the Board for review by the staff prior to <br />designation and approval under this rule. <br /> <br />b. Mao Contour Method. A reference line shall be shown <br />down the center of the low flow channel on the base map <br />for all streams studied by detailed methods. For the <br />selected channel and floodplain cross sections, the <br />100-year flood water surface elevations and floodplain <br /> <br />-13- <br />
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