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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 />I <br />I <br />I <br />I <br /> <br />600 <br /> <br />Cl <br />2 <br />850 <br />w <br />en <br /> <br />a:: <br />w <br />a. <br /> <br />I- 40 <br />w <br />W <br />LL. <br /> <br />u <br />CD <br />::) 30 <br />u <br /> <br />2 <br /> <br />~ <br />320 <br />LL. <br /> <br />100 <br /> <br /> <br />2000 <br /> <br />TRIBUTARY J: <br /> <br />Cl <br />Z <br />o <br />u <br />w <br />en 1500 <br />a:: <br />w <br />a. <br /> <br />I- <br />W <br />W <br />LL. <br />U 1000 <br /> <br />CD <br />::> <br />u <br /> <br /> <br />2 <br /> <br />~ 500 <br />...J <br />LL. <br /> <br />- 615 <br /> <br />13 <br /> <br /> <br />TRIBUTARY II <br /> <br />- 505 <br /> <br />o <br />e 50 100 <br />TIME FROM BEGINNING OF STORM. IN MINUTES <br /> <br />o <br />25 50 100 <br />TIME FROM BEGINNING OF STORM. IN MINUTES <br /> <br />E-615 HYDROLOGIC DESIGN POINT <br /> <br />150 <br /> <br />D - 530 HYDROLOGIC DESIGN POINT <br /> <br />URBAN DRAINAGE AND FLOOD <br />CONTROL DISTR ICT <br />FLOOD HAZARD AREA DELINEATION <br /> <br />150 <br /> <br />FIGURE 3 <br />COMPARATIVE 100 -YEAR HYDROGRAPHS <br />COMPUTED ALONG BRANTNER GULCH <br />TRIBUTARIES I AND II <br />