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<br />Wo" 5"'''' <br />No.(09-0,j <br /> <br />176-1(35} P.E. <br /> <br />FIGURE NO.3 <br />DISCHARGE vs DRAINAGE AREA <br />FOR CLEAR CREEK GA G E S <br /> <br />',o.-c. No. <br /> <br />MAR. /977 <br />Oot. <br />O. RaUPP <br /> <br />t, <br /> <br />10000 <br /> <br />ui <br />'" <br />cj <br />I <br />W <br />'" <br />a:: <br /><l <br />x <br /><.> <br />'" <br />Ci <br /> <br />3 <br /> <br /> ;: ;t--- - <br /> /' ~Q GA E -t o. <br /> !-G-noq <br /> . )"" <br /> / ~ "'" ~ <br /> o~o <br />QI00.95% CONFIDE:NCE LIMITS ~ ~ "- <br />I"" "' <br /> ... <br /> .... <br /> ~ ... <br /> ... ... <br /> ... <br /> ."l , <br /> '-...... <br /> ... ~ <br /> ~ , <br />GAGE NO. / <br />6-7195 ~ <br /> . <br /> i" <br /> <br />e <br /> <br />7 <br /> <br />6 <br /> <br />5 <br /> <br />4 <br /> <br />1000 <br />100 <br /> <br />2 <br /> <br />3 <br /> <br />4 <br /> <br />5 <br /> <br />6 7 8 1009 <br /> <br /> <br />2. <br /> <br />ORAINAGE AREA - SO. MI. <br />COMMENTS, LOG PEARSON TYPE m ANALYSIS <br />. . . <br /> <br />5 <br />