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<br />t3 0.8 <br />:I: <br /><> <br />;;; <br />~ 0.6 <br /> <br />~ <br />;:: <br />< <br />l- <br />e;: <br />13 <br />'" <br />a: <br />0- <br />::; <br />::J <br />::; <br />X <br />,< <br />::; <br /><1 -0.2 <br />::J <br />z <br />Z <br />< <br />"- <br />o <br />::; <br />:I: <br />l- <br />e:: <br />< <br />" <br />o <br />-J <br /> <br />-0.4 <br /> <br />-0.6 <br /> <br />-0.8 <br /> <br />-1.0 <br />1.00 <br /> <br />'" <br />'" <br />:I: <br /><> <br />;;; <br />;;; <br />z <br />o <br />;:: <br />< <br />l- <br />e;: <br />13 <br />'" <br />a: <br />0- <br />::; <br />::J <br />::; <br />X <br />< <br />::; <br />-J ~0.2 <br />< <br />::J <br />Z <br />Z <br />< <br />"- <br />o <br />::; <br />:I: <br />l- <br />e:: <br />< <br />" <br />o <br />-J <br /> <br />1.0 <br /> <br />0.4 <br /> <br />0.2 <br /> <br />o <br /> <br />1.0 <br /> <br />0.8 <br /> <br />0.6 <br /> <br />0.4 <br /> <br />0.2 <br /> <br />-0.4 <br /> <br />-0.6 <br /> <br />-0.8 <br /> <br />-1.0 <br />1.00 <br /> <br />PRECIPITATION-FREOUENCY CURVE USING ALL OAT A <br />AVAILA8LE THROUGH 1986 <br /> <br />95 PERCENT CONFIDENCE LIMIT <br /> <br />'1985 ANNUAL MAXIMUM PRECIPITATiON VALUE AND <br />YEAR--Year only shown for largest storms, <br />only selected data points shown for recurrence <br />intervals less than 5 years to increase <br />readability <br /> <br /> <br />. <br /> <br />1.01 <br /> <br />1.11 1.25 2 5 10 20 50100 <br />AVERAGE RECURRENCE INTERVAL, IN YEARS <br /> <br />0.1 <br />1,000 10,000 <br /> <br />PRECIPIT A TION-FREQUENCY OURVE: <br /> <br />Using all data available through 1986 <br /> <br />Using only data available through 1984 <br /> <br />AREA INCLUDED 8ETWEEN 95 PERCENT <br />CONFIDENCE LIMITS. <br /> <br />o <br /> <br /> <br />'~ <br /> <br />Using all data available through 1986 <br /> <br />'............... <br />::::::~:::::::. <br />....~....,'.... <br />~........ <br /> <br />Using only data available tnrougn 1984 <br /> <br />1.01 <br /> <br />1.1 I 1.25 2 5 10 20 50 100 <br />AVERAGE RECURRENCE INTERVAL, IN YEARS <br /> <br />0.1 <br />1,000 10,000 <br /> <br />Figure 4d. --Precipitation-frequency curves for 3D-minute <br />duration, Pearson Type III distribution. <br /> <br />33 <br /> <br />10 <br />8.0 <br />6.0 <br /> <br />I' <br />I <br />, <br /> <br />4.0 ~ <br />:I: <br />U <br />;;; <br />;;; <br /> <br />2.0 Z <br />o <br />;:: <br />.. <br />l- <br />e;: <br />13 <br />'" <br />a: <br />0- <br />::; <br />::J <br />::; <br />X <br />< <br />::; <br />-J <br />.. <br />::J <br />Z <br />Z <br />.. <br /> <br />I,D <br />0.8 <br /> <br />0.6 <br /> <br />0.4 <br /> <br />0.2 <br /> <br />10 <br />8.0 <br />6.0 <br /> <br />4.0 t3 <br />:I: <br /><> <br />;;; <br />;;; <br /> <br />2.0 ~ <br />;:: <br />.. <br />l- <br />e;: <br />13 <br />'" <br />a: <br />0- <br />::; <br />::J <br />::; <br />X <br />.. <br />::; <br />-J <br />.. <br />::J <br />Z <br />Z <br />.. <br /> <br />1.0 <br />0.8 <br /> <br />0.6 <br /> <br />0.4 <br /> <br />0.2 <br />