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Last modified
1/25/2010 6:25:14 PM
Creation date
10/4/2006 11:05:21 PM
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Floodplain Documents
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Title
Paleohydrologic Techniques used to define the Spatial Occurrence of Floods
Date
1/10/1990
Prepared By
Elsevier Science Publishers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />::i' <br /> <br /> <br /> <br />-> <br />..i <br />, t <br />,,~ <br />· , 10 MilES l <br />~ I ,. ~ILOMETUS . } <br /> <br />Fla. 12. Approximate area of cODtributilll runofflO the July 12, 1976 flood on Sweetwater Creek at mouth ne;lnol!lvo. <br />c~ <br /> <br />data combined with paleoflood info}mation <br />can be used to define the hydrolOlliGf'CJions to <br />be used in regional flood-frcquenci ;~udics. <br />This study further indicates that realorpt flood <br />estimating procedures currently in USt~eed to <br />compute rainfall-produced flood esti tes lor <br />only that part of the basin below about 300 m <br />in Colorado. Regional rainfall fiOod-frtQuency <br />relations for the foothills area of th~outh TABLE 2 <br />Platte River basin in Colorado hav~ ntly Comparison of flood n <br />intervals for Clear Cree <br />been developed (Jarrett, 1987). This analysis _ <br />only used drainage areas below 2440 IT~( a con- Rl!Qlr- FJooclllischal'l <br />servative elevation selection) rather _~n the !C"ce . <br />total basin drainage area. Resional f1;od-frt- .Ihterval Foothills anall <br />Quency equations provide more rel~ -'e csli- )y) Stalion Rear' <br />mates of both common and rare flools (Jar- ~ sion <br />relt, 1987; Jarrell and Costa, 1988). ~en the ~ <br />drainage area below 2400 m, rathe~~a~ till '~'IO 72 64 <br />total drainage area, was used in the..fSIonsl ,'SO ISI 183 <br />flood-frequency relations,the standardFrroro! :~oo 199 270 <br />estimate for the relations improvedJi..olD 14. '_00 354 606 <br />to 44%. Regional flood-frequency 'illationS- ;'U.s. Federal Emel'JenC <br />\ . <br />, " <br />. <br />t <br />~ <br />~ <br /> <br />192 <br /> <br />" <br /> <br />-~ j , <br /> <br />"'''5' <br /> <br />,;.. <br /> <br />I: <br /> <br />of rainstorms where rainfall data are sparce. <br />Improved estimates of the cOlltributina drain- <br />age area will benefit developmellt of and users <br />of envelope curves of maximum floods (ct. Fii. <br />4) and provide valuable information to those <br />who use raillfall-runoff modelina methods to <br />assess flood hydrology. <br /> <br />Regiona/flood-frequency relatiOllS <br /> <br />I' <br />I <br /> <br />Investigations of flood potential based on <br />rainfall-runoff modelina techniques fail to ad- <br />equalely describe the flood hydrology of footh. <br />iU and mountain streams; generally, these <br />techniques significantly overestimate flood <br />m3&nitudes (Jarrett, 1987). Investigators have <br />assumed that the total basin area contributes <br />runoff during rainstonns. However, in the <br />foothills of Colorado noods arc caused by in- <br />tense short-duration thunderstorms limited to <br />areas below 2300 m (Figs. 4 and S; Table I). <br />Analysis of streamflow and precipitation <br /> <br />I: <br />I: <br />Ii <br /> <br />I) <br /> <br />FAX NO. 2385034 <br /> <br />107"00' <br /> <br />OOINrO <br /> <br />Rid. <br /> <br /> <br />~ <br /> <br />l <br /> <br />~r""un <br />.~ <br />'~ <br />, t <br />, <br />... <br />. ; <br />, i <br />1 <br />l <br />i <br />l <br />~ <br />'1 <br />. <br />. <br />~ <br />, 1 <br />.. <br />~ <br />I <br /> <br />P.04 <br /> <br />1>2P1N1l'1G SPATIAl. 000 <br /> <br />supported by pale <br />that the 1976 Big- <br />recurrence interv. <br />years. <br />Use of paleoh) <br />limited only to 10\ <br />is useful for anall <br />Rainfall-runoff IDe <br />in Colorado to de1 <br />for flood-hazard s <br />ues were calculi <br />models rather thar <br />because ":.. the l <br />puted by these me <br />reliable to prediC1 <br />events ..... (U.S. F <br />ment Aaency, 198 <br />results from rain fa <br />gional analysis bas, <br />portant because it <br />magnitude-freque: <br />these flood-disch3J <br />of flood-hazard stu <br />ment and desian 01 <br />Flood character <br />fall-runoff analysis <br />shown for Oear C: <br />(Table 2). Values I <br />timates, the relioD. <br />estimate of the sta' <br />(considered the be <br /> <br />, <br />
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