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<br />Hydr.lulicAnalysis
<br />The w;,ter surface elevations for floods of the selected recurrence Intervals
<br />were computed through uSe of the Corps of Engineers' HEC-2 backwater computer
<br />program (Reference 4). Sixty-four cross sections for the hydraulic analysis
<br />of the Roaring Fork and Fryingpan rivers were secured from the topographiC
<br />"",ps. The locations of these cross sections are shown by reference polnts
<br />on the flooded area maps and the flood profiles in the ba~k of thIs report.
<br />The 10,50, 100,and500-year flood elevatIons and discharges are iisted
<br />in Table]. Channel rOllghness fa~tors (Manrllrlg' s n) for these computations
<br />were assigned on the basis of field Irlspectlonof the floodplain areaS.
<br />
<br />20
<br />
<br />No area redllctlons at existlrlg bridge, were used in the hydrallllc analysis
<br />to a~count for probable debris blockage.
<br />
<br />A detai led compllter I isting of hydralll ic analysis showing all parameters
<br />is included In the Technical Addendum (Reference 11}.
<br />
<br />-
<br />
<br />The flooded area maps, whiCh show the bOllndarles of the lOa-year flood, are
<br />~ubd ivlded into the high hazard area and the low hazard area. As set forth
<br />by the regulations of Eagle County, the high hazard area Is that portion
<br />of the floodplain where the water depth can be expected to be greater than
<br />\ foc>t, or the velocitles Can be exoected to be 3 feet per second or hi gher.
<br />The low hazard area is the remaining portion of the flOOdplain. The low
<br />halard are~ as plotted on the flooded area maps was determined by delineatIng
<br />that Orea where the depth of flow was less than I foot, then checking th~
<br />velocltle, In these areas to see rf they were less than 3 feet per second.
<br />The t low velocl ty a~ross the rl ver at each ~rO$$ sect ion waS determined by
<br />the HEC-2 backwater compllter program. If the velo~itles exceeded] feet
<br />per second the low h<lzard reg;"n "d' ",,,,Jified, .u<;h thd( il indlllled o"ly
<br />tho,e are~s where the de~th, were le~s than I foot and the velocl t ie, were
<br />I e~' than 3 reet per .<,cond. The low hJJ.ard Jr"a is shown on the flooded
<br />area maps by CrOSS hat~hing.
<br />
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