Riverbank stability assessment during hydro-peak flow events: the lower Osage River case (Missouri, USA)

Author(s):  
Wesam Mohammed-Ali ◽  
Cesar Mendoza ◽  
Robert R. Holmes
2014 ◽  
Vol 61 ◽  
pp. 178-189 ◽  
Author(s):  
Thi Toan Duong ◽  
Hideo Komine ◽  
Minh Duc Do ◽  
Satoshi Murakami

Water ◽  
2019 ◽  
Vol 11 (12) ◽  
pp. 2598 ◽  
Author(s):  
Toan Duong Thi ◽  
Duc Do Minh

The dominant mechanism of riverbank cantilever failure is soil erosion of the bank toe and near bank zone. This paper demonstrates that the shape of the riverbank cantilever failure depends on the properties of the soil and the fluctuation of the river water level (RWL). With a stable RWL, a riverbank with higher resistance force leads to failure with larger and deeper overhang erosion width. When RWL rises, a less cohesive soil bank will be eroded over a larger width and riverbank failure will occur earlier. With a low rate of rising RWL, riverbank failure may happen in a type of mass failure. With a high rate of rising RWL, a riverbank will fail in a type of overhang riverbank failure, with the soil erosion rate being the main affected factor.


2021 ◽  
Vol 33 (2) ◽  
pp. 04020446
Author(s):  
Sayantan Chakraborty ◽  
Tejo V. Bheemasetti ◽  
Anand J. Puppala ◽  
Jasaswee T. Das ◽  
Santiago R. Caballero O

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