Identification of suitable human habitation sites through the river bank stability analysis on Ganga–Pagla interfluves area of West Bengal, India

2019 ◽  
Vol 28 (2) ◽  
pp. 187-201
Author(s):  
Samrat Majumdar ◽  
Sujit Mandal
Author(s):  
A. N. Thanos Papanicolaou ◽  
Tommy Sutarto ◽  
Christopher G. Wilson ◽  
Eddy J. Langendoen

Author(s):  
Santi Ranjan Dey ◽  

Biodiversity enumeration of ecologically sensitive species is important for estimating the general health as well as development of proper conservation plans for the entire ecosystem. ‘Patan beel’ an relatively unexplored wetland of North-West Murshidabad is located between latitude 24°2’4” North to 24°3’ 20’’North and longitude 88°1’18’’ East to 88°0’15’’ East. The approximately 500 acres wetland contains forested area, some human habitation, and low but cultivable land. The area is unique in flora and fauna composition. This study has revealed that ‘Patan beel’ contains 49 species of birds. Some of the birds are totally aquatic. Some are migratory in nature. To conserve and manage wetland resources, it is imperative to have inventory of wetlands and their aqua-resources.


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 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.


1977 ◽  
Vol 14 (3) ◽  
pp. 288-301 ◽  
Author(s):  
M. D. Haug ◽  
E. Karl Sauer ◽  
D. G. Fredlund

Active landslides are occurring along the banks of the South Saskatchewan River at Saskatoon. A field investigation and stability analysis indicated that a multiple retrogressive mechanism is valid in explaining the failures at Beaver Creek, 28 km south of Saskatoon. Computations indicated that lateral pressures ranging from the active to something greater than the at-rest condition tend to support the successive blocks but are not high enough to stabilize the slides. It was assumed that the rate of movement of the blocks varies and probably increases downslope. Valuable information was obtained about the soil properties in the area and the mechanism of failure that seems to apply over a long section along the river bank south of Saskatoon.


2017 ◽  
Vol 05 (01) ◽  
pp. 975-986
Author(s):  
Daru Setyo Rini ◽  
◽  
Endang Arisoesilaningsih ◽  
Donny Harisuseno ◽  
S Soemarno

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