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CHANNEL EVOLUTION IN MODIFIED ALLUVIAL STREAMS.

January 1, 1987

This study (a) assesses the channel changes and network trends of bed level response after modifications between 1959 and 1972 of alluvial channels in western Tennessee and (b) develops a conceptual model of bank slope development to qualitatively assess bank stability and potential channel widening. A six-step, semiquantitative model of channel evolution in disturbed channels was developed by quantifying bed level trends and recognizing qualitative stages of bank slope development. Development of the bank profile is defined in terms of three dynamic and observable surfaces: (a) vertical face (70 to 90 degrees), (b) upper bank (25 to 50 degrees), and (c) slough line (20 to 25 degrees).

Publication Year 1987
Title CHANNEL EVOLUTION IN MODIFIED ALLUVIAL STREAMS.
Authors Andrew Simon, Cliff R. Hupp
Publication Type Article
Publication Subtype Journal Article
Series Title Transportation Research Record
Index ID 70014832
Record Source USGS Publications Warehouse