Abstract
The present study deals with simulation model of cohesive bank erosion that was developed by use of results of field observation at the Yoneshiro river. The model uses the prediction method of fluvial erosion rate of cohesive soil which is applicable to natural banks, only one soil property, tensile break stress is measured. So that, there are no need to adjust the parameters which is concerned to fluvial erosion rate. By the comparison of field observation and simulation results, spatial variation of soil properties related to erosion resistance is one of the most essential factor to increase the simulation accuracy.
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