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<br /> I <br /> J <br /> LIST OF FIGURES (Continued) I <br />FIGURE [)ESCRIPTION PAGE I <br />5.2.9 Relations between" and the drop ratio V-25 I <br /> midway around the upstream spill-slope. <br />5.2.10 Suggested gradation for riprap. V-27 <br />5.2.11 Riprap failure models. V-32 I <br />5.2.12 Tie - in trench to prevent riprap blanket V-34 I <br /> from unravelling. <br />5.3.1 Rock and wire Mattress. V-37 <br /> I <br />5.3.2 Typical sand-cement bag revetment. V-39 <br />5.3.3 Articulated concrete mattress. V-40 I <br />5.3.4 Used tire mattress. V-41 <br />5.3.5 Rock - fill trench. V-42 II <br />5.3.6 Windrow revetment, definition sketch. V-45 <br />5.3.7 Typical soil-cement bank protection. V-45 I <br />5.4.1 Placement of flow control structures relative V-49 I <br /> to channel banks, crossing, and flood plain. <br />5.4.2 Perspective of hard point with section detail. V-54 I <br />5.4.3 Retard. V-55 <br />5.4.4 Concrete or timber cribs. V-56 I <br />5.4.5 PUe dikes. V-57 <br />5.4.6 Typical stone fill dike. V-58 I <br />5.4.7 Vane dike model, ground walnut shell bed, during V-59 <br /> low stage portion of test run, elevation 1.482 ft. I <br />5.4.8 Typical jetty - field layout. V-60 <br />5.4.9 Steel jacks. V-60 I <br /> xx -- <br /> I. <br />