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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Design <br />Point <br />-,~- <br />Ai< <br />Al <br />A2b <br />A3 <br />A~ <br /> <br />AS <br />B <br />C <br />o <br />E <br />F <br /> <br />G <br />H <br /> <br />I <br />J <br />K <br />l. <br /> <br />(I) <br /> <br />(2) <br /> <br />(3) <br /> <br />TABLE 2 <br />Pe ak Flows <br /> <br />Design PoInt l.ocatlon <br /> <br />Total Peak Discharge (tFS) <br />5-Year la-Year 25-Year 100-YeJ~ <br /> <br />ContrIbutIng Peak Dlscharg& (CFS) <br /> <br />S-Year la-Year 25-Year lOa-Year <br /> <br />~gl ra~/~ete~~lllnterchange to Platte River <br /> <br />17th' Federal <br />16th , Grove <br />17th & Bryant <br />From 17th Street 170 267 <br />From Bryant Street 117 296 <br />20th & Fede ra I <br />Lake Outlet at 17th' Newton <br />26th & ....01 ff <br />18th & Sheridan <br />19th & Harlan <br />21st & PIerce (1) <br />From Reach F-l. 19 30 <br />From Reach F-G 180 290 <br />20th & Wadsworth <br />2Sth & Pierce (2) <br />From Reach H-l. lSS 272 <br />From N. Pierce Street SO 88 <br />26th & Wadsworth <br />2ltth & Sheridan <br />26th' Newland <br />24 th , Wadswo rth ()) <br />From 24th & S. Wadsworth 55 89 <br />From N. Wadsworth 66 125 <br /> <br />332 <br />It!) <br /> <br />479 <br />629 <br /> <br />93 <br />179 <br />84 <br />98 <br />287 <br /> <br />308 <br />1,135 <br />223 <br />542 <br />455 <br />209 <br /> <br />31 <br />356 <br /> <br />50 <br />478 <br /> <br />lit) <br />205 <br /> <br />3~0 <br />110 <br /> <br />468 <br />152 <br /> <br />66 <br />)40 <br />106 <br />121 <br /> <br />109 <br />159 <br /> <br />1 ItS <br />223 <br /> <br />1t71t <br />1,781 <br />)42 <br />874 <br />741 <br />)20 <br /> <br />226 <br />)60 <br /> <br />125 <br />537 <br />169 <br />214 <br /> <br />168 <br />271 <br />156 <br />173 <br />563 <br /> <br />212 <br />328 <br />199 <br />218 <br />745 <br /> <br />297 <br />432 <br />278 <br />302 <br />1108 <br /> <br />757 <br />2,904 <br />541 <br />I ,440 <br />1,234 <br />528 <br /> <br />)69 <br />620 <br /> <br />223 <br />851 <br />275 <br />368 <br /> <br />Hydrograph on page B-,6 In AppendIx B shows discharges from Reach F-G. Olschargu from Reach F-L shOtln here <br />are estImated contributing flows In PIerce St. arrivIng at pt. F at the peak flow of Reach F-G. <br /> <br />Hydrograph on page B- 7 In Appendix B shows discharges from Reach H-l.. DIscharges from N. Pierce St. shown <br />here are estimated contributing flo~ arriving at pt. H at the peak flow of Reach H-l.. <br /> <br />Hydrograph on page B-8, In Appendix B shows discharges from Sub-basin l. , contributing flows from Sub-basin i. <br />Discharges shown here represent an estimated division of peak flow arrl~lng at pt. I.. . <br /> <br />577 <br />2,173 <br />1t12 <br />1,073 <br />911 <br />393 <br /> <br />276 <br />450 <br /> <br />159 <br />642 <br />206 <br />268 <br /> <br />9 <br />