ABSTRACT: The beginning of motion of particles at the bottom of a water channel is a result of a rather complex interaction between the flow and the particles. Using a simplified bed model it is possible to easily study and isolate the interactions between the flow and the bed and to better define the conditions leading to the beginning of bed particles motion. A theoretical approach that takes into account the different parameters such as support angle and turbulence intensity, is presented and compared with the Shields diagram and experimental results. This study is the first phase of a broader research project in course who aims to better understand and explain the beginning of sediment particles motion.
The paper deals with the sediment transport of sand particles conveyed by water in an open channel. ...
Sediment motion initiation experiments were performed in a glass rectangular channel, with a loose ...
The focus of this paper is on the analysis of the influence of near-bed turbulence structures with t...
This dissertation examines sediment transport phenomena in various scenarios that range from the nea...
Abstract – The transport of sediment in open channels is a complex process, and the physics of this ...
Based on the Shields diagram and laboratory observations, novel equations for the inception of sedim...
This paper is concerned with the initial movement of sediment particles on horizontal bottoms under ...
This study proposes relationships between mean streamflow depth and cohesionless particle bed charac...
The relationship of sediment transport to fluid flow is considered. Physical reasoning leads to dime...
Models of fluvial bedload sediment transport have been developed at two scales: individual particle ...
The research reported herein has been aimed at improving the present level of understanding of physi...
Flow and sediment transport are important in relation to several engineering topics, e.g. erosion ar...
Virtually all mechanistic predictions of landscape evolution are underpinned by predictions of sedim...
This paper reports results from experiments with simultaneous measurement of areal bed-load sediment...
The Shield’s Diagram has been the key stone for the description of initiatial motion of a particle i...
The paper deals with the sediment transport of sand particles conveyed by water in an open channel. ...
Sediment motion initiation experiments were performed in a glass rectangular channel, with a loose ...
The focus of this paper is on the analysis of the influence of near-bed turbulence structures with t...
This dissertation examines sediment transport phenomena in various scenarios that range from the nea...
Abstract – The transport of sediment in open channels is a complex process, and the physics of this ...
Based on the Shields diagram and laboratory observations, novel equations for the inception of sedim...
This paper is concerned with the initial movement of sediment particles on horizontal bottoms under ...
This study proposes relationships between mean streamflow depth and cohesionless particle bed charac...
The relationship of sediment transport to fluid flow is considered. Physical reasoning leads to dime...
Models of fluvial bedload sediment transport have been developed at two scales: individual particle ...
The research reported herein has been aimed at improving the present level of understanding of physi...
Flow and sediment transport are important in relation to several engineering topics, e.g. erosion ar...
Virtually all mechanistic predictions of landscape evolution are underpinned by predictions of sedim...
This paper reports results from experiments with simultaneous measurement of areal bed-load sediment...
The Shield’s Diagram has been the key stone for the description of initiatial motion of a particle i...
The paper deals with the sediment transport of sand particles conveyed by water in an open channel. ...
Sediment motion initiation experiments were performed in a glass rectangular channel, with a loose ...
The focus of this paper is on the analysis of the influence of near-bed turbulence structures with t...