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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />'. <br />I <br />I <br />I <br /> <br /> 1400 <br /> 1300 <br /> 1200 <br /> 1100 <br /> 1000 <br />0 <br />2 <br />0 <br />u 900 <br />~ <br />(f) <br />a: 800 <br />~ <br />a.. <br />I- 700 <br />~ <br />~ <br />u. <br />u 600 <br />CD <br />::> <br />u 500 <br />2 <br />~ 400 <br />0 <br />...J <br />U. <br /> 300 <br /> 200 <br /> 100 <br /> 0 <br /> 25 <br /> <br /> <br />TRIBUTARY m <br /> <br />500 <br /> <br />B-300 <br /> <br />o <br />2 <br />0400 <br />u <br />~ <br />(f) <br /> <br />a: <br />~ <br />a.. <br /> <br />300 <br />I- <br />~ <br />~ <br />u. <br /> <br />u <br />CD <br />::> 200 <br />u <br /> <br />B-320 <br /> <br />2 <br /> <br />~ <br />o <br />.J 100 <br />u. <br /> <br />14 <br /> <br /> <br />TRIBUTARY rr <br /> <br />o <br />25 5C 100 <br />TIME FROM BEGINNING OF STORM, IN MINUTES <br /> <br />50 100 <br />TIME FROM BEGINNING OF STORM, IN MINUTES <br /> <br />150 <br /> <br />C - 405 HYDROLOGIC DESIGN POINT <br /> <br />B-320 HYDROLOGIC DESIGN ROINT <br /> <br />URBAN DRAINAGE AND FLOOD <br />CONTROL DISTRICT <br />FLOOD HAZARD AREA DELINEATION <br /> <br />150 <br /> <br />FIGURE 4 <br />COMPARATIVE 100 - YEAR HYDROGRAPHS <br />COMPUTED ALONG BRANTNER GULCH <br />TRIBUTARIES m AND DZ <br />