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Determination of the Escape Velocity of a Particle on a Riverbank


Affiliations
1 Department of Mechanical Engineering, Kalyani Government Engineering College, India
 

The erosion of the river bank is a complex mechanism and sediment particles are subjected to a number of forces. Among those forces, force of cohesion between the particles plays a very significant role, and, until now, not much progress has been made to analyze the cohesive force in a comprehensive manner. It is imperative that a particle is surrounded by a family of similar sort of particles and ail are bounded together under this force of cohesion. In this article, a review of the already existing equations available for determination of the escape velocity of a particle on the riverbank is made and a new equation has been suggested. The proposed equation takes into account the micro-level variations in the system comprising of a host of particles in dynamic equilibrium.

Keywords

River Bank, Erosion, Particle Shape, Escape Velocity.
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  • Determination of the Escape Velocity of a Particle on a Riverbank

Abstract Views: 201  |  PDF Views: 115

Authors

Arindrangshu Pramanik
Department of Mechanical Engineering, Kalyani Government Engineering College, India
Koushik Roy
Department of Mechanical Engineering, Kalyani Government Engineering College, India
Mishtun Ruj
Department of Mechanical Engineering, Kalyani Government Engineering College, India
Prabir Biswas
Department of Mechanical Engineering, Kalyani Government Engineering College, India
Sanchayan Mukherjee
Department of Mechanical Engineering, Kalyani Government Engineering College, India

Abstract


The erosion of the river bank is a complex mechanism and sediment particles are subjected to a number of forces. Among those forces, force of cohesion between the particles plays a very significant role, and, until now, not much progress has been made to analyze the cohesive force in a comprehensive manner. It is imperative that a particle is surrounded by a family of similar sort of particles and ail are bounded together under this force of cohesion. In this article, a review of the already existing equations available for determination of the escape velocity of a particle on the riverbank is made and a new equation has been suggested. The proposed equation takes into account the micro-level variations in the system comprising of a host of particles in dynamic equilibrium.

Keywords


River Bank, Erosion, Particle Shape, Escape Velocity.