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1/25/2010 7:13:20 PM
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Title
Flooding and Sediment Transport in a Small Alpine Drainage Basin in Colorado
Date
3/14/1979
Prepared For
State of Colorado
Prepared By
USDA Soil Conservation Service
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />""'/ <br />/". <br /> <br />~ "'I '--"--, I <br /> <br />/ <br /> <br />. <br /> <br />vV C.{) <br /> <br />Flooding and sediment transport <br />In a small alpine drainage basin <br />In Colorado <br /> <br />"\BSTRACT <br /> <br />"\ sl\tln.duration, high-intensity rainfall on a 0.43-km' (IDS-acre) <br />;dpittt' drail1a~r hasin ill the n'l1lral Colorado mOlllll;lins produced a peak <br />di"l"hart..!.l' iIH,"ludillt!, wall'r ;Jilt! S\..'dil1ll'nI , of lOX to 134 Il\Jjs (3,S I 0 to <br />. ' . <br />..L'730 crs). This l'\rel'ds hy an order of magnitude lh(" disch:lrge of the <br />I OO-yr flood as predi,.ted hy the pnKcdurL's reeoll1mcmlcd by the U.S. <br />Soil Conscrv;ltion Service and exceeds hy a factor of two the largest dis- <br />chargl' l'\'l'l' reported in ::t hasin of similar size. The Manning formuht rmd <br />~lll)l'n.'lcvatiol1 cah:ulatiolls were two methods lIsed to compute vc~ocitics <br />and discharges. These two lI1ethods depend upon il1dl'pl'IHlenl scls of <br />a~stl1l\ptiol1s. hut they produced similar results. Calculations of the tluid- <br />dYll:llnic stresses required to transport boulders in th(' upper channel also <br />"'1I~,gCSt l100d depths and vdocitil's within the range of valut's computed <br />through lIse of the l\1anning formula :lnd superell'valion calculations. <br />In the tower channel, bed load moved :\s illNtial grain llows. Olle flow <br />studied in dctaillr:lllsported sediment onto a p:lrt of" the :llluvial r~1Il not <br />reached by (k'cp flood W:lter. The larger clasts wcre transported to the top <br />:lIltl front of the grain flow. This type or sorting supporls a theory of <br />~J';,il\.t1ow lh'forll1:ltioll first Sll~l!,l'SIl'd hy Bagnold. <br /> <br />INTRODUCfION <br /> <br />Small mountain drainage basins are <br />~t'ldom instrumcnted 10 rewrd the pt:ak <br />,!t\lhargcs resulting from short-dur~\Iion, <br />high-intensity rain storms. However, as <br />allu\'i;:li fans in mountain areas become <br />populaled, design for tloods is essential. <br />:\ !laudt)' of d~\l~\ forces engineers rcspon- <br />~iblc for llood design to apply indirect <br />Illethods to calculatc !lood peaks, bur <br />tht:se mt:thods usually extrapolate data <br />nhtained in large basins to the small basins. <br />This may lead to underestimates of the <br />dt:~ign discharges, and, as a result, lal.:k <br />uf r~cognition of th'c coarse.sediment- <br />tramport capability of the floods. <br />Th(' 0000 di.'ic\lSliCd in thili paper <br />appears 10 have been exceptionally large <br />fur a small drainage basin at high cleva~ <br />lion. Ilowen'r, t1H' limited daln for Ooods <br />ill .small dr~ljnagcs do not provide a good <br />fralllL' of rL'fl'fL'Il(L' for i,:oll1rari~OIl, Ex- <br />perience in the Big Thompson Canyon <br /> <br />(~[Ol OGY. v 7, p. ::l3-:l7 <br /> <br />approximately one-half of the Sleep upper <br />basin (Fig. 2). The horizontally projected <br />area of the basin above the 3,170-m con. <br />tour is 0.43 km2. The average gradient of <br />the. upper basin is 31 C) and tapers to a <br />deeply incised rock-walled chann'el at <br />3,170 m. The basin and channel can dis- <br />charge water as high. velocity sheet runoff <br />because of its steep gradient and low <br />infiltration potential. <br />The lower part of the basin. between <br />elevations of 3.170 and 2,930 m. consists <br />of glacial till and outwash and material <br />The drainage basin involved in the I transported from these deposits by <br />intense nooding lies on the west side of ' various Ouvial processes. <br />Avery Peak (Ial 39'N, long 107'W) in the ~ <br />southern Elk Mountains of central Colo~ I <br />rlldo (Fig. I). The bedrock or 'he badn I, FLOOD DYNAMICS <br />composed of sillstone, very fine to medium; <br />grained sandslOne, and conglomerate units: <br />, <br />(If the Pellnsylvanian-Perll1ian Maroon <br />hHlllation, whkh dip 1000:ally to the wc~t- <br />:-;outhwcs! at 35<>. These rocks form a <br />smooth, impervious bedrock surface over <br /> <br />, <br />, <br />, <br />, <br />and its tributaries (Soule and others, 1976) ; <br />suggests that very large discharges in small 1 <br />mountain basins may be more common i <br />t!lO\ll previously Ihought. ' <br />The Avery Pe:.tk Oood discussed here <br />provides an opportunily for estimating <br />storm characteristics, neod dynamics, <br />and coarse. sediment transport in a <br />small alpine drainage basin. <br /> <br />LOCATION AND DESCRIPTION <br />OF THE DRAINAGE BASIN <br /> <br />T <br /> <br /> <br />, J (p,^. 0- <br /> <br />- <br /> <br />Arthur 1. Mears <br />222 East Gothic Avenue <br />Gunnison. ColoraQo 81230 <br /> <br />.mml(~J?~S) <br />f <br />MAR 14 1979 I <br />, <br />I <br />pJ <br /> <br /> <br />COLO. Wfll Ch <br />CONSERVATION BOARD <br /> <br />The flood resulted from an Intense <br />rainstorm over the upper basin on July <br />24, 1977. Rain also fell on the lower basin <br />nnd surrounding areas but was not of an <br />inlensity sufficient to produce significant <br />overland now and contribute to the flood <br /> <br />53 <br /> <br />~ <br />
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