Laserfiche WebLink
<br />. <br /> <br />~ <br /> <br />. <br /> <br />. <br /> <br />Table 3. Summary of Discharges <br /> <br /> Flooding Source Drainage Area Peak Discharges (Cubic Feet Per Second) <br /> and Location (Square Miles) 10-Year 50-Year 100-Year 500-Year <br /> Colorado River <br /> Above Confluence with Gunnison <br /> River (near Palisade) 8,800 32,900 44,400 49,300 61,000 <br /> Below Confluence <br /> with Gunnison River (near Fruita) 17,000 50,600 73,100 83,700 111,400 <br /> Big Salt Wash2 <br /> At Denver and Rio <br /> Grande Western Railroad 142 1,900 5,500 7,900 16,700 <br /> Little Salt Wash2 <br /> At Denver and Rio <br />~ Grande Western Railroad 33 1,500 3,170 4,300 8,100 <br />'" <br /> Leach Creek <br /> At H Road 12 400 1,150 1,750 4,200 <br /> Below 26 Road 1 350 1,150 1,700 4,100 <br /> Below Interstate Highway 70 1 350 1,100 1,470 3,800 <br /> Below G and 24 1/2 Road 1 325 600 1,325 1,425 <br /> Below Confluence With Leach Creek 7.4 400 800 1,000 1,425 <br /> Below River Road _1 400 700 725 1,300 <br /> Horizon Drive Channe12 <br /> At 26 Road 4.22 290 360 385 435 <br /> <br />lF10ws were determined by routing procedures; drainage areas were not determined. <br />2Peak discharges shown were used in entire study reach. <br />