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<br />River Me cheniCll end Geomorphology <br /> <br />e <br /> <br />effecting point-bar fonnation, sediment sorting. lateral migration, bank erosion, and <br />width Val ianon. <br /> <br />FIGURE 2. 2 <br /> <br />Transhior s sections from a bend to a crossing. (Reprinted from Peterson, 1986) <br /> <br />D <br /> <br />D <br /> <br />. . <br />. . <br />k:...........:;1 <br />! Sectioo D-D ! <br />~ <br />~ <br />~ <br /> <br />! Section A.A ; <br />(b) Sections <br /> <br />A <br /> <br /> <br />(a) Plan <br /> <br /> <br />'" <br /> <br />As the name implies, crossing sections (Section D-D of Figure 2-2) are located between <br />bends. Crossing sections in alluvial rivers are generally rectangular in section and are <br />not as dec:p as the biangular shaped bend sections. <br /> <br />FIGURE 2 - 3 <br /> <br />Helicoidal flow in a bend. (Reprinted from Peterson, 1986) <br /> <br />I <br /> <br />~ <br /> <br /> <br />~A'" <br />l " <br />" <br /> <br />TransitiO!l sections <br />crossings, and are <br />maximum depth. <br /> <br />(Sections B-B and C-C, Figure 2-2) fall between bends and <br />generally characterized by decreasing channel top width and <br /> <br />e <br /> <br />6 <br /> <br />Colol'llCl,o Erosion Control Manual <br />