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<br />A flow chart of the flood routinq processes is shown in <br />Figure 1. Results of flood routing for the la-year and <br />lOa-year frequencies ai: various loca1::ions are presented <br />in hydrograph form in Figures 2to L',,, <br /> <br />!,eak. Flow for Local Drainage_ProbJ.er~:,~ <br /> <br />Several local drainage problems haVE' been ide:ntified. <br />Providing 5-year frequency drainaqe facilities for them <br />was recommended by the Urban Drainaqe and Flood Control <br />Dist:::-ict, City and County of DenvE,r" and Cii:y of l\urora. <br />1'he peak discharge for the 5-year frequency was determined <br />by interpolating from i:he E,stabliE:hec: peak discha.rges for the <br />2-year, la-year and laO-year floods :i, n a drainage area. ~'he <br />5-year peak discharge for a smaLLer a.rea wi thin this drainage <br />area was obtained by si:raight area IlJ:'Oportion.. The design <br />discharges used for local drainaqe 1;ysteJ11s are listed in <br />Table 3. <br /> <br />.-14-- <br />