Laserfiche WebLink
550 <br />500 <br />450 <br />400 <br />350 <br />300 <br />250 <br />200 <br />150 <br />100 <br />50 <br />0 <br />t <br />1 <br />, � V <br />+L <br />- 50% <br />•60% <br />70% <br />H' 80% <br />90% <br />8/1 8/15 8/29 9/12 9/26 10/10 10/24 11(7 11/21 <br />Date <br />Figure 2. Fall Hydrograph for the Yampa River Maybell Gage. <br />2000 <br />1800 <br />1600 <br />1400 <br />1200 <br />1000 <br />800 <br />600 <br />400 <br />200 <br />0 <br />8/1 8111 8/21 8/31 9/10 9/20 9/30 10/10 10/20 10/30 <br />1996 <br />E 1997 <br />50% <br />80% <br />Figure 3. Fall Flows for 1996 and 1997 with Reference Flows for 50 and 80 Percent <br />Exceedence. <br />7 <br />Mean daiily ofs <br />peaked on 9/21/97 <br />A <br />h' <br />at 6770 ofs <br />■ <br />■ <br />r <br />I ■ <br />■ <br />1 <br />8/1 8111 8/21 8/31 9/10 9/20 9/30 10/10 10/20 10/30 <br />1996 <br />E 1997 <br />50% <br />80% <br />Figure 3. Fall Flows for 1996 and 1997 with Reference Flows for 50 and 80 Percent <br />Exceedence. <br />7 <br />