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<br /> 140 <br /> '20 <br />~ 100 <br />.; <br />~ <br />.. 80 <br />> <br />~ <br />Q <br />Ii: 60 <br />... <br />. <br />1: <br />:a <br />. 40 <br />" <br />... <br /> 20 <br /> 0 <br /> 0 <br /> <br /> '00 <br /> 90 <br /> 80 <br />'" 70 <br />;;; <br />, <br />- <br />"" 60 <br />i <br />Q <br />!;: 50 <br />... <br />. <br />. 40 <br />... <br />... <br />~ <br />u 30 <br />:a <br />. <br />" <br />... 20 <br /> 10 <br /> 0 <br /> 0 <br /> <br />. <br /> <br />. <br /> <br /> <br />10 <br /> <br />50 <br /> <br />70 <br /> <br />6(, <br /> <br />00 <br /> <br />30 <br /> <br />40 <br /> <br />Recorded Flow \' olume, mm <br /> <br />I . At North Avenue 0 AtWarrenvllleDam Ii. AtWashmgtonSt.-Pert"ectFlti <br /> <br /> <br />o <br /> <br />A <br /> <br />A <br /> <br />A <br /> <br />o <br /> <br />o <br /> <br />A <br /> <br />o <br /> <br />A <br /> <br />o <br /> <br /><to <br />o <br /> <br />o <br /> <br />10 <br /> <br />20 <br /> <br />80 <br /> <br />30 <br /> <br />50 <br /> <br />60 <br /> <br />70 <br /> <br />40 <br /> <br />Recorded Peak Flow, M ^ J/S <br /> <br />I . At North Avenue 0 At Warrcnville Dam A At Washington 5t. - Perfect Fit J <br /> <br />Figure 3. Comparison of Predicted and Recorded Peak Flow <br />and Flow V olumee for Storm Events from 1985 to 1994. <br /> <br />80 <br /> <br />90 <br /> <br />90 <br /> <br />. <br /> <br />A <br /> <br />A <br /> <br />100 <br /> <br />. <br />