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<br />FILE:LP3TEST2,OAT <br /> <br />06473000 - JAMES R AT ASHTON SO <br /> <br />OATE:03/01/90 <br /> <br />100000 <br /> <br />o <br />I <br />S <br />C <br />H <br />A <br />R <br />G <br />E <br /> <br /> ./ <br /> / / // , <br />10000 ,'/, <br /> , <br /> , <br /> VJ ...J",~ / <br /> ? V <br /> /~Q ~/ ./ <br /> V/ ~ <br />1000 -- h..ri' <br /> ,- '7 <br /> / .....n- <br /> ./' <br /> v.-/ KJ69l .>' <br /> - ./- <br />100 ./' <br /> , <br /> , <br /> , , <br /> , <br /> / <br /> ~ <br />10 <br />1 <br /> <br />N <br /> <br />C <br />F <br />S <br /> <br />99.9 <br /> <br />99 9B <br /> <br />95 <br /> <br />90 <br /> <br />B0 70 50 50 20 <br />PERCENT CHANCE EXCEEDENCE <br /> <br />10 <br /> <br />5 <br /> <br />2 <br /> <br />.2 ,I <br /> <br />LEGEND: <br /> <br />o OBSERVED <br />@ LOll OUTLIER <br /> <br />COMPUTED <br />_ _ _ _ EXPECTED PRDB <br />___ __CONFIDENCE LIMITS <br /> <br />MEAN"2.7547 <br />SKEII- .000 <br /> <br />ST. oEV. - .4S9121 <br />RECoRo-194S-19BS <br /> <br />JAMES RIVER BASIN RECONNAISSANCE STUDY <br />DISCHARGE FREOUENCY RELATIONSHIP <br />JAMES RIVER AT ASHTON <br /> <br />EXAMPLE PLOT 2 <br />ROTATE AND PLOTBLOCK OPTIONS <br />PLOTTED ON HP LASERJET 20121121 <br />RESOLUTION 5121121 oPI <br />LINE IIIDTH 2 DOTS <br /> <br />US ARMY ENGINEER DISTRICT, OMAHA <br />CORPS OF ENGINEERS. OMAHA NEBRASKA <br />MARCH 1989 <br /> <br />FIGURE II 1-5 <br />