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<br />Figure <br />VI-I <br />VI-2 <br />VI-3 <br />VI-4 <br />VI-5 <br />VI-6 <br />VI-] <br />VI-8 <br />VI-9 <br />VI-IO <br />VII-1 <br />VII-2 <br />VII-3 <br /> <br />VII-4 <br /> <br />VIII-I <br /> <br />II) <br />I ,~ <br /> <br />II <br />, <br />il <br />I! <br />~ 'j <br />, <br />,~ <br />':'1 <br /> <br />II <br />, <br />, <br /> <br />LIST OF FIGURES (Concluded) <br /> <br />I <br />I <br />I <br />I <br />I <br />, <br />1 <br />I <br />I <br />1 <br />J <br /> <br />PLAN, PROFILE AND MAXIMUM SECTION <br />INUNDATED AREAS FOR A PROJECT WITH FLOOD CONTROL <br />DRAINAGE BASIN ABOVE NARROWS <br />WELD COUNTY SITE PMF INFLOW HYDROGRAPH <br />NARROWS PMF INFLOW HYDROGRAPH <br />PATTERN OF PMP <br />HARDIN DAM SITE PMF HYDROGRAPH <br />PRINCIPAL SPILLWAY <br />SCHEMATIC-TYPICAL OUTLET STRUCTURE <br />NEW RIVERSIDE CANAL TYPICAL CROSS SECTION <br />HARDIN RESERVOIR STAGE AREA - VOLUME RELATIONSHIP <br />STORAGE ALLOCATION SCHEMATIC <br />FINAL COST - DEMAND CURVES PROJECT WITHOUT FLOOD CONTROL <br />BONDING APPROACH <br />FINAL COST - DEMAND CURVES PROJECT WITH FLOOD CONTROL <br />BONDING APPROACH <br />PROJECT SCHEDULE <br /> <br />xvi <br /> <br />