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Abstract
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 type | Article |
|---|---|
| Publication Subtype | Journal Article |
| Title | CHANNEL EVOLUTION IN MODIFIED ALLUVIAL STREAMS. |
| Series title | Transportation Research Record |
| Issue | 1151 |
| Year Published | 1987 |
| Language | English |
| Larger Work Type | Article |
| Larger Work Subtype | Journal Article |
| Larger Work Title | Transportation Research Record |
| First page | 16 |
| Last page | 24 |
| Google Analytic Metrics | Metrics page |