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LIST OF TABLES <br />Table Title Page <br />1. Historical Flow at Deerlodge Park . . . . . . . . . . . . . 20 <br />II. Flood Frequency Analysis . . . . . . . . . . . . . . . . . 20 <br />III. Historical Peak Flow and Volume . . . . . . . . . . . . . . 24 <br />IV. Historical Sediment Data . . . . . . . . . . . . . . . . . 28 <br />V. Load Duration Analysis . . . . . . . . . . . . . . . . . . 28 <br />VI. Sediment Regression Relationships . . . . . . . . . . . . . 30 <br />VII. Statistical Analysis of Sediment Discharge . . . . . . . . 38 <br />VIII. Canyon Cross-Section Aggradation/Degradation Analysis . . . 45 <br />IX. Historical and Composite Hydrograph Volumes . . . . . . . . 64 <br />X. Calibration of the Helley-Smith Sampler <br /> on a Cobble Bar . . . . . . . . . . . . . . . . . . . . . . 78 <br />LIST OF PHOTOS <br />Photo Title Page <br />1. Cobble Substrate at River Mile 16.5 . . . . . . . . . . 13 <br />2. Simulated Cobble Bed, Physical Model Study . . . . . . . . . 47 <br />3. Helley-Smith Sampler Positioned for Bedload <br /> Collection, Physical Model Study . . . . . . . . . . . . . . 49 <br />4. Equilibrium Conditions of Sand and Cobble <br /> Substrate, Physical Model Study . . . . . . . . . . . . . . 50 <br />5. Sand Dune Formation over the Cobble Substrate, <br /> Physical Model Study . . . . . . . . . . . . . . . . . . . . 51 <br />6. Sand Scoured from the Cobble Substrate, <br /> Physical Model Study . . . . . . . . . . . . . . . . . . . . 52 <br />iii