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<br />Tab 1 e No. <br /> <br />IV-I <br /> <br />1'1-2 <br /> <br />1'1-3 <br />1'1-4 <br /> <br />1'1-5 <br /> <br />V 1 I I-I <br /> <br />VII J-2 <br /> <br />'1111-3 <br /> <br />V III-I.. <br /> <br />Flqure No. <br /> <br />1'1-1 <br /> <br />1'1-2 <br /> <br />1'1-3 <br /> <br />LI ST OF TABLES <br /> <br />Title <br />lOO-YEAR DESIGN RAINFALL. . . . . . <br /> <br />Paqe <br /> <br />1'1"2 <br /> <br />BIG DRY CREEK BAS I N CHARACTI:RI ST I CS <br /> <br />1'1-8 <br /> <br />HYDROGRAPH FOR BIG DRY CREEK AT COLORADO BLVD. <br /> <br />IV-9 <br /> <br />BIG DRY CREEK DESIGN FLOWS, PROJECTED FUTURE <br />COND IT IONS <br /> <br />1'1"11 <br /> <br />INF I lTRAT I ON TEST RESULTS <br /> <br />1'1"12 <br /> <br />UNIT PRICES. . . <br /> <br />VIII-3 <br /> <br />.. . . . <br /> <br />ANNUAL COST OF ALTERNATES BASED ON EX I ST I NG V 111-5 <br />FLOOD PLAIN DEVELOPMENT <br /> <br />COMPARATIVE COST OF ALTERNATES FOR DJFFERENT VIII-6 <br />DISCHARGES <br /> <br />COMPARISON OF FLOOD PLAIN BENEFITS AND OPERATION \/111-7 <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 />1'1-6 <br /> <br />DISCHARGE versus CHANNEL STATiON <br /> <br />1'1-7 <br /> <br />. . . <br /> <br />IOO-YEAR DESIGN HYDROGRAPHS FOR FUTURE <br />DEVELOPMENT <br /> <br />IV-13 <br />