Journal
JOURNAL OF HYDRAULIC RESEARCH
Volume 40, Issue 5, Pages 603-609Publisher
INT ASSN HYDRAULIC RESEARCH
DOI: 10.1080/00221680209499904
Keywords
shear stress; sediment transport; bed deformation; stable channel
Categories
Ask authors/readers for more resources
Deformation of various kinds of cross-sections was computed with the hypothesis that scour or deposition were directly related to shear stress computed by the Merged Perpendicular Method. Final stabilised cross section agrees with theoretical stable shape. To estimate the deformation of a river bed, the results of a ID model which computes the volume of sediment eroded or deposited between two cross sections are used as a basis. Then, these volumes are transversely distributed in every section in relation with shear stress. The method is then applied to a reach of River Rhone.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available