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<br />. <br /> <br />. <br /> <br />. <br /> <br />VII. CONCLUSIONS <br /> <br />REACH <br /> <br />DRAINAGE <br />AREA (sq .mi.) <br /> <br />la-year <br /> <br />FLOWS <br />50-year <br /> <br />(ds) <br />100-year <br /> <br />500-year <br /> <br /> <br />1. No adjustment of the peak flow-area-frequency curves developed In <br />the previous study is necessary. <br /> <br />2. The peak discharges listed in Table-3 are recommended for use in <br />the hydraulic analysis phase of the South Arkansas River floodplain <br />study. <br /> <br />TABLE-3 <br />RECO~frffiNDED PEAK FLOWS <br /> <br />Upstream study 1 imi t 196.5 1300 1590 1920 2400 <br />to Sand Gulch <br />Sand Gulch to King 202.5 1320 1610 1960 2450 <br />Gulch <br />King Gulch to County 205.0 1330 1620 1980 2470 <br />Road 107 <br />County Road 107 to 209.5 1350 1640 2010 2500 <br />Mouth <br /> <br />-8- <br />