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<br /> I <br /> tJ <br /> LIST OF FIGURES (Continued) I <br />FIGURE DESCRIPTION PAGE <br />2.8.4 Backwater coefficient base curves (subcritical flow). I1-73 I <br />2.8.5 Incremental backwater coefficient for piers. I1-74 I <br />2.8.6 Incremental backwater coefficient for I1-75 <br /> eccentricity. I <br />2.8.7 Incremental backwater coefficient for skew. I1- 76 <br />2.9.1 Hydraulic and energy grade lines in culvert flow. 11-80 I <br />2.9.2a Head for standard corrugated metal culverts <br />I1-81 <br /> flowing full (n ~ 0.024). I <br />2.9.?b Headwater depth for corrugated metal pipe 11-82 <br /> culverts with inlet control. <br />2.9.3 Cui vert performance curve. I1-84 I <br />2.10.1 Discharge coefficient for roadway overtopping. II-B8 -- <br />2.10.2 Weir crest length determinations for roadway I1-89 <br /> overtopping. I <br />2.10.3 Types of low water stream crossings. 11-90 <br />3.2.1 Drag coefficient CD vs particle Reynolds III -6 I <br /> number Re for spheres and natural sediments <br /> with shapePradors S equal to 0.3,0.5,0.7, and 0.9. I <br /> Also, sediment diam~ter D vs fall velocity 0) and <br /> s <br /> temperature TO. <br />3.2.2 Nominal diameter vs fall velocity 1II-6 I <br /> (temperature ~ 24OC). <br />3.2.3 F- requency curves. Ill-IO I <br />3.2.4 Angle of repose of non-cohesive materials. Ill-13 <br />3.3.1 Forms of bed roughness in sand channels. III -16 I <br />3.3.2 Relation between water surface and bed Ill-17 <br /> configuration. I <br /> xvi ~ <br /> I <br />