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contributor authorTommy Sutarto
contributor authorA. N. (Thanos) Papanicolaou
contributor authorC. G. Wilson
contributor authorE. J. Langendoen
date accessioned2017-05-08T22:09:13Z
date available2017-05-08T22:09:13Z
date copyrightSeptember 2014
date issued2014
identifier other34963178.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72426
description abstractThe overarching goal of this study is to perform a comprehensive bank stability analysis that is phenomenologically sound by considering both mass failure and fluvial erosion. The nature of this study is twofold. First, field and experimental analyses are conducted to generate data for channel cross-section properties, soil index properties, and mechanical and erosional strengths at two sites in a representative, midsize, midwestern stream in southeastern Iowa that is subjected to frequent flash floods and characterized by active fluvial erosion and cantilever failure. Second, the channel surveys and data obtained from the field and laboratory analyses are used as input parameters for an established one-dimensional, channel evolution model, namely, the conservational channel evolution and pollutant transport system (
publisherAmerican Society of Civil Engineers
titleStability Analysis of Semicohesive Streambanks with CONCEPTS: Coupling Field and Laboratory Investigations to Quantify the Onset of Fluvial Erosion and Mass Failure
typeJournal Paper
journal volume140
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000899
treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
contenttypeFulltext


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