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pro vyhledávání: '"David T Criswell"'
Publikováno v:
2013 Kansas City, Missouri, July 21 - July 24, 2013.
Fluvial erosion in streambank stability models is typically modeled using an excess shear stress equation based on two soil parameters: the erodibility coefficient (k d ) and critical shear stress (I„ c ). For cohesive soils, methods exist such as