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<br />DESCRIPTION OF FWOD.WAVE CHARACTERISTICS <br /> <br />25 <br /> <br /> <br /> . ~ '" <br /> . <br /> ~ '" '" .' <br /> . c c ..0 <br /> ~ ",- <br /> ~ 0 0 0> <br /> 0 0 ~. <br /> 0, " . <br /> . ~ ." <br /> M 0. .. . .!i: U <br /> . E c " ". <br /> u a-o-B 0 ,:1 <br /> ;; <br /> .. c ~.w " 15-5 <br /> ;; ~;~ " 3:iI: <br /> . ". . ,. <br /> ~ c. 0 ~ <br /> N &8'" <br /> '" .. :!E oo. . ~ <br /> c ~ E' ~fi 00 <br /> 0 > .'" <br /> e '" .... <br /> . en <br /> .. '" ~ <br /> 0. J! " <br />'" E g <br />c . . :J: <br />0 U 0 <br />0 ~ " <Ii <br />0, . . ~ <br />. . <br />0. U . \ <br />E ~ <br />. c :J: <br />U 0 I <br />~ = <br />c . <br />. 0. <br />" > <br />S <br />u <br />I <br /> <br />'000 <br /> <br />0900 <br /> <br />00 <br />::; <br />;:: 0800 <br />.... <br />:J: <br />3 <br />~ <br />0 <br />z <br /><: 0700 <br />.... <br />z E <br />::> -l! <br />0 <br />::; . <br /> ~ <br />,: .:l <br />.. <br />0 <br />~ <br />0 <br />00 0800 <br />::; <br />;:: <br /> <br />Roaring RILler <br /> <br />0500 <br /> <br />9,' <br /> <br />2.1 ),. I J <br /> <br />~ r I <br /> <br />04000 <br /> <br /> <br /> <br />4 5 6 7 8 9 10 11 <br />DISTANCE DOWNSTREAM FROM LAWN LAKE DAM, IN MILES <br /> <br />'2 <br /> <br />13 <br /> <br />'5 <br /> <br />2 <br /> <br />3 <br /> <br />. ESTIMATED ARRIVAL TIME <br />I RANGE OF ESTIMATED ARRIVAL <br />TIME <br />x GREATER LEVEL OF ACCURACY <br />ASSOCIATED WITH ARRIVAL <br />TiME <br /> <br />..... <br />woo <br />1::1:: <br />.,., <br />I <br /> <br />. <br />o <br />o.E <br />E. <br />6'0 <br />I <br /> <br /> I <br /> ~ <br /> .l! <br /> . ~ <br /> II ,~ <br /> . a: <br /> 00 c E <br /> c H <br /> ~ <br /> 0 <br /> E E . <br /> o ~ <br /> ~ ,,0 <br /> 0 ....0. <br /> 0 go <br />;; ". <br />~ <br />'" <br />.. <br />'" <br /> <br />FollRluer <br /> <br />Big <br />ITh""""""r-Loke.., <br />RiDer Estes <br /> <br />4,0 <br /> <br />I I <br /> <br /> <br />'4 <br /> <br />EXPLANATION <br /> <br />o CASCADE DAM FAILS <br />9.1 TRAVELTIME OF LEADING EDGE <br />OF FLOOOWAVe. IN MilES <br />PER HOUR <br /> <br />FIGURE 15.-ArrIval time, peak time, end traveltime of leadiog edge of flood wave of July 15.1932. (Modified from Graham end B.owo,I983). <br /> <br />ROARING RIVER: LAWN LAKE DAM <br />TO HORSESHOE FALLS <br /> <br />As discussed in the early section of this report, "The <br />Setting." the Roaring River is a small. high-gradient <br />stream (fig. 2). A photograph of the mouth of the Roar- <br />ing River prior to the flood taken in 1978, showing the <br />small. heavily vegetated, high-gradient channel, is <br />shown in figure 16A. The Roaring River streamflow <br /> <br />prior to the flood probably ranged from 25 to 50 fts/s. <br />A photograph taken after the flood at the same loca- <br />tion is shown in figure 16B. The sudden breach of Lawn <br />Lake dam resulted in a flood wave with a characteristic <br />"wall of water;" in this case, that "wall" was estimated <br />to be 25 to 30 ft high by a number of eyewitnesses. The <br />leading edge of the wave front. although very steep. <br />probably was not a vertical wall of water. This steep <br />wave front probably was accentuated by the large <br /> <br />4'1- <br />