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<br /> <br />. <br /> <br />Figure 1. Corps' and USBR's Stage-Frequency Curves for Ridgway Dam and <br />Reservoir <br /> <br />. <br /> <br />. <br /> <br />. <br /> Iii <br /> w <br /> u- <br /> z <br /> z <br />. 0 <br /> !;;: <br /> (t <br /> -J <br /> W <br /> -J <br /> 0 <br />. 0 <br /> D.. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />EXCEEDENCE FREQUENCY PER 100 YEARS <br /> <br />688000 00 <br /> <br />8J7000BJ<<l3Jro <br /> <br />6 <br /> <br />2 t a5 n2 a1 <br /> <br />9S 00 <br /> <br />10 <br /> <br /> IT <br /> I,IJJ,l <br />6870 111111 <br /> 1IIII 111111 <br /> ~- <br />6860- , flllll <br /> -1- <br />68 <br /> 111 <br />6840 <br />___ <br /> I, <br />6820 <br /> 1111111 <br />6810 <br />" 6 10 l!l In 100= IiXlI ,., <br /> <br />EXCEEDENCE INTERVAL IN YEARS <br /> <br />RlOGWAY DAM AND RESERVOIR <br />UNCOMPAHGRE RIVER, COLORADO <br /> <br />RESERVOIR <br /> <br />STAGE-FREQUENCY CURVE <br /> <br />5 <br /> <br />U.s. ARMY CORPS OF ENGINEERS <br />SA.CRAMENTO DISTRICT <br />