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<br />38 <br /> <br />. <br /> <br />III. DESIGN CONSIDERATIONS <br />3.1 General <br />A predominant characteristic of alluvial channels is the change in <br /> <br />location, shape, and hydraulics that the channel and cross sections experi- <br /> <br />ence with time. These changes are particularly significant during periods <br />when alluvial channels are subjected to comparatively high flows. In most <br /> <br />instances, when considering the stability of alluvial channels, it can be <br /> <br />shown that approximately 90 percent of all river changes occur during that <br /> <br />five to ten percent of the time when large flows occur, if duration is <br /> <br />significant. Regardless of the fact that the majority of changes occur <br />during comparatively short time periods, there may also be regions within <br />a river in which some degree of instability is exhibited for all flow <br />conditions. Also, any modification to a channel can significantly alter <br /> <br />the system. <br /> <br />Urbanization will always alter the natural river system, such as in- <br /> <br />creasing peak flow rates, decreasing sediment supply, encroachment into the <br /> <br />floodplain, and etc. Design of stable channels and hydraulic structures <br /> <br />must be considered and evaluated at the planning and design stages to pro- <br />tect from flood damages including human lives and property. <br />The large number of variables which affect the river channel are <br />interdependent. Major hydraulic variables affecting channel design and <br />sediment transport are velocity, depth, and slope. Major factors which <br /> <br />cause instability of channels and hydraulic structures are degradation and <br /> <br />aggradation, general scour, local scour, lateral migration, subsurface flow, <br /> <br />uplift force, seepage, and freeboard. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br />