1988
DOI: 10.1061/(asce)0733-9429(1988)114:2(151)
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Riverbank Stability Analysis. II: Applications

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Cited by 68 publications
(31 citation statements)
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“…Width adjustments in the model are based on the assumption that channel banks retreat as a function of changes in bed elevation, which is consistent with current understanding that bank instability is primarily a function of bank height and geotechnical properties (Thorne and Osman, 1988;. For model simplicity, it is assumed that the relationship between bed degradation and channel widening is linear, although more elaborate computational methods for bank stability analysis are available Simon and Darby, 1997) and could be used in subsequent work.…”
Section: Channel Wideningmentioning
confidence: 90%
See 1 more Smart Citation
“…Width adjustments in the model are based on the assumption that channel banks retreat as a function of changes in bed elevation, which is consistent with current understanding that bank instability is primarily a function of bank height and geotechnical properties (Thorne and Osman, 1988;. For model simplicity, it is assumed that the relationship between bed degradation and channel widening is linear, although more elaborate computational methods for bank stability analysis are available Simon and Darby, 1997) and could be used in subsequent work.…”
Section: Channel Wideningmentioning
confidence: 90%
“…as a linear function of bed erosion. Rather, bed erosion often proceeds without any change to channel width until a threshold is crossed (bank critical height), at which time rapid widening begins (Thorne and Osman, 1988). Initiation of channel widening represents a mechanistic threshold in the overall geomorphic channel adjustments , and thus coupling bed erosion with mechanistic bank erosion models has been the source of great interest (Hey, 1979;.…”
Section: Equilibrium Timescalesmentioning
confidence: 99%
“…Three of such mechanisms could be attributed for the causes of erosion along the River Liza's bank as observed from the field study. They are what Thorne and Osman [25] calls 'shear and toppling' failures, and trampling which is as a result of people and cattle crossing the river channel or walking along the bank of the river channel. Example of the bank erosion which might have been as a result of shear and toppling failures is shown in figure 5 below.…”
Section: Channel Planform Changementioning
confidence: 99%
“…Retreat -The explanation, prediction and stabilization of bank retreat are all aided by the application of new approaches to the analysis of flow erosion processes and geotechnical failure (Thorne and Osman, 1988;Thorne and Abt, 1990;Hagerty, 1989). The input data and qualitative information necessary to apply such methods are collected in the course of using the stream reconnaissance sheets.…”
Section: In the Assessment Modelling And Control Of Bankmentioning
confidence: 99%