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<br />I <br />I TABLE OF CONTENTS (continued) <br />I ~ <br />I 5.2 Sediment Rating Curves 5-4 <br />I 5.2.1 Development of Sediment Rating Curves 5-4 <br /> 5.2.2 Rating Curve Results 5-5 <br /> Maybell Gage 5..5 <br />I Lily Gage 5-5 <br /> Deerlodge Park Gage 5-6 <br /> Mathers Hole Reach 5-8 <br />I Jensen Gage 5-8 <br /> 5.23 Comparison of Rating Curves 5 -10 <br />I Objectives 5 -10 <br /> Evaluation of Existing Conditions 5 -11 <br />I 53 Effective Discharge 5 -13 <br /> 53.1 Definition and Procedure 5 -13 <br />I 53.2 Effective Discharge Results 5 -13 <br />5.4 Yampa Canyon Incipient Motion 5 -14 <br />I 5.4.1 Definition 5 -14 <br /> 5.4.2 Procedure 5 -14 <br /> 5.4.3 Derivation of Hydraulic Geometry Relationships 5 -16 <br />I 5.4.4 Results of Incipient Motion Analysis 5..16 <br />55 Conclusions 5 - 26 <br />I 6.0 GEOMORPHIC ANALYSIS AND RESPONSE 6-1 <br />I 6.1 Channel Morphology 6-1 <br /> 6.1.1. Macro-Scale Morphology and Response 6-1 <br />I 6.1.2. Meso-Scale Morphology and Response 6-2 <br /> 6.1.3. Potential Long-term Sediment Supply 6-3 <br /> 6.2 Warm Springs Rapid and Island Park 6-4 <br />I <br />6.3 Sediment Source Areas (after Gregory, 1989) 6-5 <br />I 63.1 General 6-5 <br /> 6.3.2 Ranking of Little Snake River Sediment Source Areas 6-5 <br />I <br />I <br />