scholarly journals Application of ecohydraulic bank protection model to improve river bank stability and biotic community in Surabaya River

2017 ◽  
Vol 05 (01) ◽  
pp. 975-986
Author(s):  
Daru Setyo Rini ◽  
◽  
Endang Arisoesilaningsih ◽  
Donny Harisuseno ◽  
S Soemarno
2018 ◽  
Vol 40 ◽  
pp. 05023
Author(s):  
Sara Posi ◽  
Lucas Montabonnet ◽  
Alain Recking ◽  
André Evette ◽  
Hervé Bellot ◽  
...  

River management implies in many situation to control the river bank stability. Bio-engineering techniques are used as an alternative to rip-rap. These techniques are not new but a renewed interest was observed during the last decade. However the design of such bank protection is still largely based an expert evaluation of each situation, and we still crudely lack a real state of the art, based on mechanistic consideration of forces exerted by the river. We present the results of preliminary flume experiments aiming to study the resistance of river bank protections using bio-engineering techniques. The final applied objectives will be to propose a framework for a good use of such technique, accounting for the river morphodynamics context.


2019 ◽  
Vol 12 (2) ◽  
pp. 129-135 ◽  
Author(s):  
Sahameddin Mahmoudi Kurdistani ◽  
Giuseppe R. Tomasicchio ◽  
Felice D'Alessandro ◽  
Leila Hassanabadi

2019 ◽  
Vol 62 (1) ◽  
pp. 83-99 ◽  
Author(s):  
Gyula Mentes

Many river banks throughout the world are prone to landslides; therefore, serious efforts are made to develop landslide early warning systems. This study presents a method by which the stability changes of the river banks can be continuously monitored; necessary measures can be taken in time to reduce the damage. The method was tested in Dunaszekcső (Hungary), where the high loess bank of the River Danube has been intensively moving since 2007. The tilts of the high bank were measured by two borehole tiltmeters. The connection between tilt values and the river- and groundwater-level variations was investigated by multivariable and moving window regression analyses on the basis of a 6-year-long observation from 2011 to 2016. The results show that increasing regression coefficients mean decreasing stability of the high river bank, so the developed method can be used for continuous supervision of the high bank stability. The method is also suitable for studying the causes of motion processes. Investigations showed clearly that the effect of groundwater table variations is two orders of magnitude higher than the water-level variations of the River Danube. In addition to the erosion of the river, various small tilts of the stable and unstable parts also contribute to the arising of new cracks in the stable part, decreasing its width.


1922 ◽  
Vol 85 (1) ◽  
pp. 1523-1562
Author(s):  
Morris Knowles ◽  
Harrison P. Eddy ◽  
J. Albert Holmes ◽  
D. W. Mead ◽  
Arthur O. Ridgway ◽  
...  

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