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<br />Tab 1 e No. <br /> <br />IV-I <br /> <br />IV-2 <br /> <br />IV-3 <br />IV-4 <br /> <br />IV-5 <br /> <br />VI II-I <br /> <br />VI I 1-2 <br /> <br />VIII-3 <br /> <br />V III-I.. <br /> <br />Flqure No. <br /> <br />IV-l <br /> <br />IV-2 <br /> <br />IV-3 <br /> <br />Ll ST OF TABLES <br /> <br />Title <br />100-YEAR DESIGN RAINFALL. . . . . . <br /> <br />Paqe <br /> <br />IV,'2 <br /> <br />BIG DRY CREEK BAS I N CHARACTi:RI ST I CS <br /> <br />Iv-8 <br /> <br />HYDROGRAPH FOR BIG DRY CREEK AT COLORADO BLVD. <br /> <br />IV-9 <br /> <br />BIG DRY CREEK DESI<lN FLOWS, PROJECTED FUTURE <br />COND IT IONS <br /> <br />IV"II <br /> <br />INF I LTRAT I ON TEST R.ESULTS <br /> <br />IV-12 <br /> <br />UNIT PRICES. . . <br /> <br />VIII-3 <br /> <br />.. . . . <br /> <br />ANNUAL COST OF ALnRNATES BASED ON EX I ST I NG V 111-5 <br />FLOOD PLAIN DEV~LOPMENT <br /> <br />COMPARATIVE COST OF ALTERNATES FOR DIFFERENT VIII-6 <br />DISCHARGES <br /> <br />COMPARISON OF FLOOD PLAIN BENEFITS AND OPERATION 11111-7 <br />AND MAINTENANCE EXCl.UDING BRIDGE CClNSTRUCTIOI~ <br /> <br />LIST OF FIGURES <br /> <br />Title <br /> <br />Paqe <br /> <br />RAINFALL DEPTH-DURATiON-FREQUENCY GRAPHS <br /> <br />Iv-6 <br /> <br />DISCHARGE versus CHANNEL STATION <br /> <br />. . . <br /> <br />IV-7 <br /> <br />100-YEAR DESIGN HY!)ROGRAPHS FOR FUTURE <br />DEVELOPMENT <br /> <br />IV-13 <br />