Abstract: A theoretically based method for taking into account the effects of bank vegetation on channel-flow parameters is outlined. It can be used to predict what effect changes in bank vegetation will have on the discharge capacity ...

Abstract: Bank retreat occurs by a combination of lateral erosion by the flow and mass failure under gravity. A new analysis of bank erosion and failure is developed, using a critical shear‐stress concept to account for lateral ...

Abstract: Regime type equations for mobile gravel‐bed rivers are presented based on data obtained from 62 stable gravel‐bed river reaches in the United Kingdom. Multiple regression techniques are applied to derive equations relating ...

Abstract: In this paper, a slope stability analysis for steep banks is used in conjunction with a method to calculate lateral erosion distance, to predict bank stability response to lateral erosion or bed degradation. The failure ...

Abstract: Operator and sampling errors in the grid by the number sampling technique for river gravels result in differences between sample and population parameters. Differences between operators occur because of slight differences ...