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<br />hourly recordi ng rai n gage Saturday ni ght at <br />Allenspari< about 15 miles south southwest of the <br />intense rain centers. Two residents in the Rist <br />Canyon area about 15 mfles northeast of the Big <br />Thompson intense rainfall centers reported <br />Saturday night rafnfall totals of 6.B2 and <br />7.26 inches measured by nonrecording rain gages. <br />Each observer reported incremental reading times <br />and accul1ll1ative rainfall. An hourly recording <br />rain gage designated Fort Collins 9 NW about <br />5 miles northeast of Rist Canyon reported a <br />total of 4.7 inches from 2215 MDT 31 July to <br />0115 MDT 1 August. A 3-hour depth-duration curve <br />was drawn from data for Fort Collins 9 NW with <br />accumulative rainfall amounts expressed as the <br />ratio to total amount. Similar 3-hour depth- <br />duration curves were drawn for thunderstorm rain- <br />fall distribution data from Bureau of Reclamation <br />(1973) and for the duration vs. precipitationl <br />moisture curve by Clark (1971) discussed earlier. <br />These curves were then replotted expressing <br /> <br />. <br /> <br />precipitation as percent of total and time as <br />percent of 3-hour duration. These dimensionless <br />depth-duration curves are shawn in Figure 3. <br />After several trial hydrograph applications a <br />composite curve (number 4 in Figure 3) was <br />adopted that is approximately an average of <br />curves 1 and 3. This adopted dimensionless <br />depth-duration curve was assumed to be appli- <br />cable to rainfall bursts of 2 to 4 hours <br />duration. <br /> <br />Average rainfall for the perfod <br />1B30 MDT 31 July to 0300 MDT 1 August over each <br />subbasin for which peak discharge estimates were <br />made was measured from the isohyetal pattern in <br />Figure 2. As the rainfall-runoff trials pro- <br />gressed, it became evident that the isohyetal <br />pattern in Figure 2 needed further adjustment <br />with a shorter duration to more accurately <br />portray the flash flood-producing rainfall. The <br />4-hour time period between 1B30 and 2230 MDT <br />31 July 1976 which corresponded to the reported <br /> <br />,(''\.J\ <br />.-/,' K <br />/"') ~~"l ~ <br />'\'\, ""ice) ..,.~, \~~ /(-\____ <br />'\_ /' i'" /'. -<1.' . "\ <br />,~ 'I - '---" <br />"""......_ r..O I", 7 \ ( . <br />-- ~)~~-~>if.t:--...._"'~.,.,,,< "', -- J---~ -, - -~--- ~----- <br />, ,,\'>.ora: ~ \ <br />~~\_ .-"- '\ II \.... El '-, 1.1 .. . <br />, - 9.6' "- '- \ \' <br />~ " "'_ )~' ~ h 6. M t \ -:.' <br />, /- 12 e.~6'tfJ';t&. \ ~ 1 T <br />^~~-_/-\}'? i" (Yf ^,\ i ~.. )' <br />t:.! '~...; \ ( 18 (N .'l/~ ...,/ " <br />I~ 117::. / III I () If . <br />u' //13 " >-.:.-. ~-,-,-,;-, ~*r~P=I/6f:ER") <br />.. -/ r. ........ ,/ --. "'",TC '- ArfJ/fU:E .................... <br />./~..o~ "l.:."",- .~. ,n! '- <br />'v. i J' --,/ ~ , I, ." j <br />-, ; , ! 2: .......-_....{~!-l," ___ ";9G /__ ~. .;.1 , <br />~: /'1' l.p. ( (-) \.s:Ii )C-I ::;. ~ . <br />I "- 'h. ,r" ( 6 \ (}11\ /lQ.MP Y -, ) <br />,I ( --r ll;-i ill-! ~......., ..::--' '-_ <br />f I 4.8 2A \ / '- /' ,b / ....C-2 ~"6 '" <br />f " (' ..--<J.l A 9.1 \..:11" 'J " ) , <br />" -, Y. \~~~rl( '..~--'\ J , . j <br />l r-"", / A O).'/r;~ B-2 \ t '-J:{J '-..../ <br />, I \). '" \ I) . <br />~/Q 7HOMPSONr --. / ,,\ <; ~' ,-~ <br />\. ~~~f:SAJ-,~ "_' J \.- \ \ ---..l 'I StACO o.'"c" <br />, :7 - '. c-/ ~ >---' -..;r' <br />; ':'''''fEsr~\, "lA"\ ).-"' - > <br />I I ,', 1'1 aH ,7 \. j --- ~.ISOttYETI't:JIIOO_7'W1'6T(103lIOH <br />I ' ~__~~- SKi rHOItlPSO" ",vc,,1 ,', 8:""eIlCLOSE:SUlf.OF."...UES <br />J------ 1"2!/'u" \ NEAll UUS ,.,.,,",/ .. ) ^ ~z~YfJJtlrrll $JOH 7IJ'1'ft TO <br />/ ~"" ,.._~ <-> S,TtIJfU1.6.I.Pl'''''OI$(;_EfliYIIIlATf <br />/ /.-...,..../ ::; . ._UU' SU.GE ItECOllll(1l 'TATIO" <br />r/ ",' , ~ u :"~~:,l~~Y'J~=r~~fCH~ <br />L --, 24 ;J <br />, . ,. /. (:':~"_c't.-:< J <br />5.! ""'\ -~,-,. .'- I _XI' <br /> <br />u <br /> <br />Figure 1. Basin Map of the Big Thompson River, Colorado, between the mouth of Big <br />Thompson Canyon and Estes Park. The contributing area for the flash flood of <br />31 July 1976 is bounded by the dashed line. The drainage aredS for which the <br />Geological Survey made peak discharge estimates are identified by numbers. <br />Additional subdivisions for this study are identified by letters or by numbers <br />combined with letters. <br /> <br />136 <br />