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<br />~j12 <br />10.000 <br /> <br />1,000 <br /> <br />April 23 <br />1923.90, N = 36 <br /> <br />. <br /> <br /> <br /> 100 <br />0 <br />Z <br />0 10 <br />U <br />l1J <br />(/) <br />a: <br />l1J <br />0- <br />t;; 1 <br />l1J . . <br />u. <br />u <br />iii <br />::) 0.1 <br />U <br />~ <br />W 10,000 <br />Cl <br />a: <br /><( April 24 . <br />I <br />U . <br />(/) <br />0 1,000 <br />Z <br /><( <br />l1J <br />::; <br />~ 100 <br />;;: <br />0 <br /> 10 <br /> <br /> <br />0.1 <br />0.995 0.99 0.98 0.95 0.9 <br /> <br />0.8 0.7 0.6 0.5 0.4 0.3 0.2 <br /> <br />0.1 0.05 0.02 0.01 0.005 <br /> <br />PROBABILITY THAT DAILY MEAN DISCHARGE WILL BE EXCEDDED IN ANY YEAR <br /> <br />Figure 16. Log-Pearson type-Ill frequency curves of daily mean discharge for April 23 and 24 for the <br />SI. Charles River. <br /> <br />APPLICATION OF FREQUENCY-ANALYSIS RESULTS TO ESTIMATE EVACUATION OATES FOR THE JOINT-USE POOL 31 <br />