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<br />3025 <br /> <br />500 <br /> <br />400 <br /> <br />Iii <br />w <br />It. <br />W <br />a: <br />~ <br />It. <br />o <br />00 <br />c <br />z <br />0<( <br />00 <br />:J <br />o <br />J: <br />I- <br />~ <br />ui <br />C) <br />a: <br />0<( <br />J: <br />() <br />00 <br />C <br />I- <br />00 <br />0<( <br />() <br />w <br />a: <br />o <br />It. <br />a: <br />w <br />CD <br />:::; <br />W <br />l- <br />ll. <br />W <br />00 <br />..:. <br />a: <br />ll. <br />0<( <br /> <br />300 <br /> <br />20ti <br /> <br />100 <br /> <br />500 <br /> <br />400 <br /> <br />300 <br /> <br />200 <br /> <br />1!1 Water-eupply IonlcIIst prepared by the N8JIonaI Waalher <br />Service and the U.S. Sol ConeervaUon Service <br /> <br />o Exte_......_ --.. <br />_-empIr1coI_ <br /> <br />~ Exlondod___" <br />IorIcalIt"""l'lOlTl'l8 cid1butIon <br /> <br />. Exlondod___" <br />Ioreca8l-1og-normal dlstrlbution <br /> <br />1991 <br /> <br />100 <br /> <br />o <br /> <br /> <br />NOTE: Foreca8Il8ng the eld&nd8d ItrNmftow prediction procedure <br />for Iog-norrnaI dIItrt)UtIon not calculated lor 1992 <br /> <br />1992 <br /> <br />o <br /> <br /> <br /> <br /> <br />0.9 <br /> <br />0.5 <br /> <br />0.1 <br /> <br />PROBABILITY THAT FORECAST DISCHARGE WILL BE EXCEEDED <br /> <br />Figure 23. April-September extended streamflow prediction procedure forecasts and water-supply <br />forecasts for staUon 07091500 Arkansas River at SaUda. <br /> <br />44 Use 01 Frequeney Anely.l. end the Extended Strvemllow Prediction Procedure to Estimate Evacuation Date. lor the <br />Joint-Use Pool 01 Pueblo Re.ervolr, Colorado <br />