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<br />c <br />.. <br />," <br />- " <br />h <br />. <br />.- <br /><8 <br />" <br />- , <br />. 0 <br />. <br /><.- <br />H <br />H <br />0~8 <br />.. <br />-0" <br />HO <br />" <br />H' <br />. 0 <br />.~ <br />"" <br />. <br />e~ <br />." <br />00 <br />c. <br />2~ <br />~" <br />-0 <br />0_ <br /> <br />. <br />..- <br />. <br />Uo <br />....2": <br />> 0 . <br />'.0 <br />8Ci- <br />o <br /> <br />" <br />..- <br />. <br />.c. <br />Ll?.,.: <br />>0 . <br />, 00 <br />gCi- <br /> <br />"~ <br />:JIll>,,",: <br />UO <br />. ' <br />co. <br />~.~ " <br />00 <br /> <br />.~ <br />:Jllll,": <br />UO <br />. . <br />cn <br />>0 . <br />'00 <br />o.~_ <br />-0 <br /> <br />o <br />ooc <br />O_j <br />et E <br />c,> <br />~z. <br /> <br />o <br />o <br />. <br />. <br />g <br />" <br /> <br />> <br />. <br />o <br />> <br />8 <br /> <br />o <br />" <br />~ <br />" <br />, <br />o <br />. <br />. <br />. <br />o. <br />_ 0 <br /><- <br />0" <br />" <br />. <br /> <br />8 <br />o <br />- <br />N <br />" <br />N <br /> <br />8 <br /> <br />o <br /> <br />8 <br />" <br />. <br />o <br /> <br />8 <br />o <br />, <br />o <br />N <br /> <br />. <br />N <br /> <br />o <br />o <br />o <br />, <br />o <br />o <br />N <br /> <br />8 <br />o <br />. <br />" <br /> <br />8 <br />o <br />, <br />o <br />o <br /> <br />o <br />o <br />. <br />, <br />. <br /> <br />o <br />o <br />o <br />, <br />N <br />" <br /> <br />8 <br /> <br />N <br />N <br /> <br />8 <br /> <br />N <br />o <br /> <br />8 <br />, <br />" <br /> <br />" <br />" <br />. <br />c <br />C <br />c <br />. <br />" <br />. <br />c <br /> <br />l3 <br /> <br />8 <br />o <br />, <br />" <br />N <br /> <br />o <br />o <br />" <br />, <br />" <br />N <br /> <br />o <br />o <br />" <br />, <br />. <br />. <br /> <br />o <br />o <br />o <br />N <br /> <br />. <br /> <br />o <br />8 <br /> <br />N <br />o <br /> <br />o <br />8 <br />, <br />~ <br /> <br />8 <br />o <br />, <br />o <br />. <br /> <br />8 <br /> <br />, <br /> <br />N <br /> <br />N <br /> <br />o <br />o <br />o <br />, <br />N <br />" <br /> <br />Platte River In Logan end Sedgwick Counties would result In the <br />fnundation of end subsequent damage to prlmer!ly agricultural <br />propertles,"ndassoclllteddevelopmentseswell aspublTcutllltles <br />and pUblIc roadways. Deep floodwater flowing at high velocity and <br />carrying floating debris would create conditions hazardous to persons <br />and vehIcles llttemptlng to cross flOOded areas. In gene..a), flood- <br />"ater 3 or more teet deep and tlowlng at " velocity of 3 or more <br />feet per second could easily sweep an adult person off hIs feet, <br />thus creating deflnlte danger of Injury or drowning. Rapidly rising <br />and swiftly flowing floodwater may trap persons In homes that are <br />ultImately destroyed or In vehIcles that are ultimately submerged <br />or floated. Isolation of areas by floodwaters could create hazards <br />In terms of medical, fIre, or law enforcement emergencies. <br /> <br />8 <br />, <br />. <br />N <br /> <br />o <br />o <br />o <br /> <br />g <br />o <br />, <br /> <br />" <br />o <br /> <br />o <br /> <br />o <br />~ <br /> <br />o <br />o <br />o <br /> <br />, <br />" <br />. <br /> <br />N <br />. <br /> <br />o <br />o <br />o <br />, <br />o <br /> <br />StudY Results <br />The results of this study are presented In the form of flooded <br />areas, plates 3 through 28; water surface profiles, plates 29 through <br />32; elevation-discharge curves, plates 33 through 43; and flood plain <br />reference data, table 6. Water surface elevation deta was computed <br />through the use of the Corps of Engineers computer program HEC-2 <br />"Water Surface Profiles". These comoutatlons loIere besed Ullonchennel <br />and flood plain conditions as represented by surveys conducted In the <br />spring of 1973 and data collected from the South Platte River flood of <br />May 1973. The location of each cross section Is shown on tho flooded <br />area plates. <br />Water surface profiles for the IO-year,50-yoar, l00-year,and <br />500-year floods were developed for reaChes of the South Platte RIver <br />locattld in th., viclnityol Sttlriing end JulesDurg, ColoradO. IMse <br />prof ties elso show high water marks for the May 1973 flOOd and a <br />computed water surface profile which represents that flood. ThIs <br />computed 1973 flOOd profIle Is based upon the Observed high loIater <br />merks Shown and Isa "best flt"protlle, Elevation-dlschargecurv9S <br />showl"gthe!O-ye"r,SO-ye",",IOO-ye"r,""dSOO_yearfloods"real"lO <br /> <br />o <br />o <br />o <br />, <br />o <br /> <br />. <br />o <br />" <br />. <br />. <br />. <br />. <br />- <br /> <br />. <br />, <br />. <br />c <br />U <br /> <br />. <br />o <br />. <br />" <br />o <br />~ <br />, <br />. <br />" <br />, <br />. <br />8 <br /> <br />o <br /> <br />. <br />~ <br /> <br />" <br />