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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 />TABLE OF CONTENTS <br /> <br />SECTION <br /> <br />EXECUTIVE SUMMARY <br />I OBJECTIVES <br />User Safety <br />Water Availability and Water Rights <br />Flow Limits for Boating in a Whitewater Channel <br />Cost of Construction <br />Cost Effectiveness <br />Institutional Framework <br />Reliable Hydraulics Under a 'Range of Flows <br />Flood Hydraulics <br />Good Navigability <br />Rescue Compatibility <br />Structural Stability for Full Range of Floods <br />Attractiveness and Environmental Enhancement <br />User Access, Parking, Facilities, Portage <br />Enjoyment and Boater Interest <br />Fish Habitat Improvement <br />Suitability for a Full Range of Recreation Boating Uses <br />Economical Operation and Maintenance and Costs <br />Opportunities for Area Economic Enhancement and <br />Development <br /> <br />II HYDROLOGY <br /> <br />Introduction <br />Drainage Basin <br />River Corridor Uses <br />Flood Control Storage <br />Peak Flows <br />Average River Discharge <br />Low Flow Hydrology <br /> <br />-i- <br /> <br />PAGE <br /> <br />I-I <br />1-1 <br />1-2 <br />1-3 <br />1-3 <br />1-4 <br />1-4 <br />1-5 <br />1-5 <br />1-5 <br />1-5 <br />1-5 <br />1-7 <br />1-8 <br />1-8 <br />1-9 <br />1-9 <br /> <br />1-9 <br /> <br />II-I <br />II-I <br />II-2 <br />II-3 <br />II-3 <br />II-8 <br />II-9 <br />