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<br />Table 2. Summary of Discharges <br /> <br />Flooding Source <br />and Location <br /> <br />Airport Creek <br />At Confluence With Big Dry Creek <br />At Confluence With Tributary 1 <br />At Upstream Limit of Detailed Study <br /> <br />North Branch Airport Creek <br />At Confluence With Airport Creek <br />At Upstream Limit of Detailed Study <br /> <br />Rock Creek <br />Confluence With Coal Creek <br />At Dillon Road <br />At Denver-Boulder Turnpike <br /> <br />- <br />- <br /> <br />Big Dry Creek <br />At West l20th Avenue <br /> <br />Gay Reservoir Channel <br />At Confluence With Big Dry Creek <br /> <br />Gay Reservoir Channel North Tributary <br />Above Confluence With City <br />Park Channel <br /> <br />City Park Channel <br />Upstream of Cross Section A <br /> <br />City Park Channel South Tributary <br />Above Confluence With City <br />Park Channel <br /> <br />Nissen Reservoir Channel <br />At Confluence WithBig Cry Creek <br /> <br />Drainage Area <br />(SQuare Miles) <br /> <br />2.51 <br />1.22 <br />0.43 <br /> <br />0.30 <br />0.03 <br /> <br />__1 <br />__1 <br />__1 <br /> <br />43.54 <br /> <br />2.60 <br />REVISED DATA <br />__1 <br /> <br />5.68 <br /> <br />__1 <br /> <br />2.67 <br /> <br />Peak Discharges <br />10-Year 50-Year <br /> <br />550 <br />370 <br />390 <br /> <br />100 <br />30 <br /> <br />5,120 <br />2,820 <br />3,630 <br /> <br />2,480 <br /> <br />915 <br /> <br />225 <br /> <br />770 <br /> <br />360 <br /> <br />1,860 <br /> <br />1,300 <br />760 <br />690 <br /> <br />230 <br />50 <br /> <br />8,740 <br />5,240 <br />5,820 <br /> <br />6,290 <br /> <br />1,525 <br /> <br />370 <br /> <br />1,300 <br /> <br />650 <br /> <br />3,150 <br /> <br />(Cubic Feet per Second) <br />100-Year 500-Year <br /> <br />1,640 <br />920 <br />810 <br /> <br />3,040 <br />1,540 <br />1,220 <br /> <br />280 <br />60 <br /> <br />510 <br />90 <br /> <br />10,640 <br />6,500. <br />6,810 <br /> <br />15,920 <br />9,840 <br />9,350 <br /> <br />8,109 <br /> <br />15,849 <br /> <br />1,820 <br /> <br />2,650 <br /> <br />440 <br /> <br />640 <br /> <br />1,550 <br /> <br />2,250 <br /> <br />REVt5fD TO,200 <br />RE'IKT LOMR <br />DA TED SEP 05 1997 <br />