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<br />A C value of 0,5 was assumed for this steep desert canyon basin, This value combined with <br />values of length and stream slope measured on USGS topographic maps resulted In a computed <br />lag time of 0,75 h, Loss rates were assumed to be 0.2 in (initial) and 0,1 in/h (constant), The <br />Buckhorn DUH was selected for this basin, <br /> <br />I <br />I <br />. <br />i <br />I <br />i <br />\ <br />I <br />i <br /> <br />With the data and assumptions described, a PMF hydrograph with a peak of 98.700 ft3/s was <br />computed. The measured peak of 73,500 ft3/S represents 74 percent of the PMF peak. Plate 3 <br />shows a comparison of the computed PMF hydrograph peak with the historic flood peak for this <br />basin, <br /> <br /> ;30 ~ <br /> I <br /> 90 " <br /> , <br /> 82 r <br /> 70 " <br /> " <br /> ~ <br /> ~ <br /> ~ 62 L <br /> os; <br /> - <br />! "' 52 <br />l? <br />2 <br />U 42 <br />[J1 <br />, H <br /> "- 33 L <br /> 0 ! <br /> ;- i <br /> a: <br /> '" 23 c <br /> I <br /> 13 ~ <br /> i <br /> I <br /> 3 L. <br /> 0 <br /> Plate 3 <br /> <br />Pr"'1 PEAr' ~ SB?etl CfS <br /> <br />PMF Ie HCUR VG~~ME ~ 11400 AC F~ <br /> <br />. I,HlSIORICF_LOOD PEAK~ 735()()c:lli <br />74'Yo OF PMF PEAK <br /> <br />BURERU or RECLAMAT I or~ <br />PMF COMPRRISON STUDY <br />PMF LOCAL SlORM BRSED ON HMR 49 <br />LAG ~ 0.75 HR BUCKHORN DUH <br />BRONCO CREEK tlERR HICK:EUP RRIZONR <br /> <br />, <br />" <br /> <br />\ <br />\ <br /> <br />" <br />\ <br /> <br />HISTORIC FLOOD PEAK - 73500 CfS AUGUST 18 I97l <br />KLB 1....9/81 <br /> <br />\ <br /> <br />I '" <br />~ <br /> <br />-Y"/ ---1........._------L.__l..-...____L <br /> <br />"'-, <br />------..... <br />_. -----L_ ~-=.!. <br /> <br />L---l__ ... I <br /> <br />23456789 <br />T=~E F~C:~ BEG:~JNING OF RAINFRL.L (hr~) <br /> <br />10 <br /> <br />11 <br /> <br />12 <br /> <br />- Computed PMF hydrogr3ph and historic flood peak for Bronco Creek near Wickieup, AZ. <br /> <br />i <br />~i!(': <br />I:{ <br />In_! <br />" i <br />!j <br />'. <br /> <br />, <br />~ <br /> <br />3. Jimmy Camp Creek near Fountain, Colorado <br /> <br />The extreme June 1965 floods on several streams in the Arkansas River Basin in eastern Colorado <br />and New MeXICO, in many cases. exceeded the potential for flood peaks thought possible based <br />Oil er,ve!ope curves of the top flood peak discharges experienced in the United States before <br />1965, 7he most ou;standirg flood event in this area occurred on Jimmy Camp Creek near Fountain, <br />C~jGr,"iJcNnere d fiood peak estimated at 124,000 ft'/s occurred on June 17, 1965 <br /> <br />14 <br /> <br />