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<br />on the mep because the lO-foot contour interval ond scele of the <br />m?p do not permit precise plottin3 of ths flooded area bo~ndarie3. <br />Plats 11 sho~s the high ~at8r profiles for the Stan- <br />dard Projact and Intermediate Regional Flood~. ~ccurata estimates <br />of water surface elevations may be obtained fr~ theee plotes. <br />Plote 12 sho~s two crose soctions that ere typical <br />of the f~~r sections obtained on Goodnight Arroyo in the reach <br />investigated. The locations of all sectiona ere shown on the above <br />referenced plates, as well a9 the elevations and extent of Over- <br />flow of the Standard Project Flood and Intermediate Regional flood. <br /> <br />FUTUREfLOOOS <br /> <br />, <br />I <br />I <br /> <br />Thi3 section of the report discusses the St~ndard <br />Project floods ~nd the Intermedista Regional floods on Wild <br />Horse_Dry Creek, D~y C~eBk, ~nd Goodnight Arroyo in the vioinity <br />of Pueblo, and some of the hOLards of great flOOds. The Standard <br />Project flood represents the reasonable upper limits of expected <br />flooding. floods of Intermudi~te Regional flood size m~y be ex_ <br />pe~ted to ocour mora often, but they will not be ee 5eve~e dS the <br />infrequent Standard Project flood. <br />Lerge floods have ocourred in the past on the Ark~nsas <br />River end its tributuries in the general geographic~l and physio_ <br />graphic~l ragion of Pueblo. He~vy stOrMS, eimilar to thosa causing <br />past floods, u"d"ubt~uly will reour Over the study ..ateuheds to <br />Oauss futura floods of similar or greatsr size st Pueblo. In any <br />determination of future floods Nhioh may OCcur on a given streem, <br />it is desirable to oonsidar all storms and floods that have occurred <br />in the region on wstarahvde with slmil~~ topography, watershed <br />oover, and physiosl oharacterietics. <br /> <br />Flood Deecr1Dtions <br />There are no kno~n historicel records of flood. on <br />Goodnight A.~oyQ. Di6cuesion of large floods in t~c P"oblo <br />region ie contained in the earlier "flood descriptions" pe~t"in- <br />ing to Wild Horse_Dry C~eek. <br /> <br />" <br /> <br />CetArminationoftnts"nedieteReqionAlrlood <br />The intermediate Regional flood is defined as having <br />an ~veragc frequency of oocurrence of onoe In 100 ye~rs ~t a dce- <br />ignated Ioc~tl"n, ullhuuyh it may occu. in "ny y..ar dno posslOly <br />even in succesaive years. This flood is c91culeted fr~n statis_ <br />tical ..nelye~a of Leinfall ?nd runoff oha~acteri6tice of stra~ma <br />in th.. gen~ral region of the ~at..rsheds. The In~ermodiate Region~l <br />rlood .eprasente .. mdjor flood, although it is 110"" .ever.. th~n <br />th~ Ste~derd projact flood. <br />The InterITIadiete Regional flood.. on ~ild ho.sBwDry <br />Creek. Dry :reek. and Goodnight Arroyo in the Pueblo vicinity <br />~er.. deter"'ined fl:o,~ .tatisUcOll studies of reglon.al ~n~lJal peak <br />flo,"s. Individual contrlbdtin'il d~dl1~y" "l.~" statistic" were <br />rel~t..d to th~ v"rieb:es of th.. runoff characteristics of th~ <br />thret'l wateullys un~er L'onslderation. OLea to thu lack of r~"or,fad <br /> <br />" <br />