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<br /> I <br /> tJ <br /> LIST OF FIGURES (Continued) I <br />FIGURE DESCRIPTION PAGE I <br />3.6.9 Relation of discharge of sands to mean velocity for Ill-66 <br /> six median sizes of bed sands, four depths of flow I <br /> and a water temperature of 6OoF. <br />3.6.10 Colby's correction curves for temperature and fine Ill-67 I <br /> sediment. <br />3.6.11 Comparison of the Meyer-Peter Muller and Einstein Ill-68 I <br /> methods for computing contact load. <br />3.6.12 Bed-material size effect on bed material transport. Ill- 73 <br />3.6.13 Effect of slope on bed material transport. 1lI-73 I <br />3.6.14 Effect of kinematic viscosity (temperature) on bed Ill-74 I <br /> material transport. <br />3.6.15 Variation of bed material load with depth of flow. Ill- 74 <br /> -- <br />4.2.1 Changing slope at fan-head leading to fan-head IV-5 <br /> trenching. <br />4.2.2 Headcuts and nickpoints. IV-6 I <br />4.3.1 Stream properties for classification. IV-9 <br /> I <br />4.3.2 Classification of river channels. IV-IO <br />4.3.3 Channel classification showing relative- IV-12 I <br /> stability and types of hazards encountered. <br />4.3.4 Plan view and cross-section of a meandering IV-l3 I <br /> stream. <br />4.3.5 Definition sketch for meanders. IV-15 <br /> I <br />4.3.6 Empirical relations for meander characteristics. IV-16 <br />4.3.7. Types of multi-channel streams. IV-17 I <br />4.4.1 Variation of discharge at a given river cross-section IV-ZO <br /> and at points downstream. ~ <br /> xviii <br /> I <br />