Effect of the Variation of Inter-Particle Separation Distance and Separation Time on Escape Velocity of Sediment Particles of a River Bank under the Action of Cohesive and Viscous Forces

Jump To References Section

Authors

  • Arijit Dutta
     Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani - 741235, West Bengal ,IN
  • Sanchayan Mukherjee
     Department of Mechanical Engineering, Kalyani Government Engineering College, Kalyani - 741235, West Bengal ,IN
  • Asis Mazumdar
     School of Water Resources Engineering, Jadavpur University, Kolkata - 700032 ,IN

DOI:

https://doi.org/10.24906/isc/2017/v31/i4/158609

Keywords:

Riverbank Erosion, Sediment Particle, Cohesive Force, Viscous Force, Separation Distance, Separation Time, Escape Velocity.

Abstract

Mechanism of erosion along a riverbank is full of complexity in nature. Among many forces on the sediment particles along a riverbank, cohesive and viscous forces are predominant. A family of similar particles surrounds every particle and they are bound together under the action of cohesive and viscous forces. In this paper, sediment particles are arranged according to the truncated pyramid model and a general equation for the escape velocity of a particle has been suggested. It is observed that this escape velocity is very much dependent on the inter-particle separation distance for a given liquid bridge volume between a pair of adjacent particles. Determination of the escape velocity is an approach to quantification of volumetric erosion rate. In this paper, a comparison has been made between the values of the escape velocity obtained from a previous study considering only cohesive force and the values of the escape velocity obtained considering both cohesive and viscous forces for a particular liquid bridge volume. All the other parameters remain the same for both the cases. It has been shown that the values of the escape velocity obtained in the present study considering both cohesive and viscous forces increase a considerable amount than the values obtained in the previous study considering cohesive force only for the same input parameters.

Downloads

Download data is not yet available.

Downloads

Published

2017-07-01

How to Cite

Dutta, A., Mukherjee, S., & Mazumdar, A. (2017). Effect of the Variation of Inter-Particle Separation Distance and Separation Time on Escape Velocity of Sediment Particles of a River Bank under the Action of Cohesive and Viscous Forces. Indian Science Cruiser, 31(4), 36–49. https://doi.org/10.24906/isc/2017/v31/i4/158609

Issue

Volume 31, Issue 4, July 2017

Section

Search & Survey
Crossref
Scopus
Google Scholar
Europe PMC

 

References

A.B. Yu, C.L. Feng, R.P. Zou, R.Y. Yang, On the relationship between porosity and interparticle forces, Powder Technology. Vol 130, page 70-76, 2003

A. Dutta, S. Mukherjee, A. Mazumdar, Influence of viscosity on sediment transport along a river bank, Indian Science Cruiser. Vol 27, No. 4, page-13-17, 2013

F. Mu, X. Su, Analysis of liquid bridge between spherical particles, China Particuology. Vol 5, page 420-424, 2007

F. Soulie, M.S.E. Youssoufi, F. Cherblanc, C. Saix, Capillary cohesion and mechanical strength of polydisperse granular materials, The European Physics Journal. E Vol 21, page 349-357, 2006

J.G. Duan, Analytical approach to calculate rate of bank erosion, Journal of Hydraulic Engineering. Vol 131, No. 11, page 980-989, 2005

K.E.K. Abderrezzak, A.D. Moran, E. Mosselman, J.P. Bouchard, H. Habersack, D. Aelbrecht, A physical, movable-bed model for non-uniform sediment transport, fluvial erosion and bank failure in rivers, Journal of Hydro-environment Research. Vol 8, page 95-114, 2014

M.E.D. Urso, C.J. Lawrence, M.J. Adams, A two-dimensional study of the rupture of funicular liquid bridges, Chemical Engineering Science. Vol 57, page 677-692, 2002

M.M. Kohonen, D. Geromichalos, M. Scheel, C. Schier, S. Herminghaus, On capillary bridges in wet granular materials, Physica A. Vol 339, page 7-15, 2004

M. Rinaldi, N. Casagli, S. Dapporto, A. Gargini, Monitoring and modelling of pore water pressure Changes and riverbank stability during flow events, Earth Surface Processes and Landforms. Vol 29, page 237-254, 2004

R. Bravo, P. Ortiz, J.L. Perez-Aparicio, Incipient sediment transport for non-cohesive landforms by the discrete element method (DEM), Applied Mathematical Modelling. Vol 38, page 1326-1337, 2014

R. Zhang, J. Li, Simulation on mechanical behaviour of cohesive soil by Distinct Element Method, Journal of Terramechanics, Vol 43, page 303-316, 2006

S. Cai, B. Bhushan, Meniscus and viscous forces during separation of hydrophilic and hydrophobic surfaces with liquid-mediated contacts, Material Science and Engineering. R Vol 61, page 78-106, 2008

S.E. Darby, C.R. Thorne, Development and testing of riverbank-stability analysis, Journal of Hydraulic Engineering. Vol 122, No.8, page 443-454, 1998

S.J.R. Simons, X. Pepin, D. Rossetti, Predicting granule behaviour through micro-mechanistic investigations, International Journal of Mineral Processing Vol 72, page 463-475, 2003

S. Mukherjee, A. Mazumdar, Study of effect of the variation of inter-particle distance on the erodibility of a riverbank under cohesion with a new model, Journal of Hydro-environment Research. Vol 4, page 235-242, 2010

S.S. Hsiau, S.C. Yang, Numerical simulation of self-diffusion and mixing in a vibrated granular bed with the cohesive effect of liquid bridges, Chemical Engineering Science. Vol 58, page 339-351, 2003

T. Groger, U. Tuzun, D.M. Heyes, Modelling and measuring of cohesion in wet granular materials, Powder Technology. Vol 133, page 203-215, 2003