Une contribution pratique à l'estimation du transport des sédiments dans un écoulement fluvial

1994 ◽  
Vol 21 (3) ◽  
pp. 490-498
Author(s):  
A. Sadok ◽  
C. Marche

Several computational methods of sediment discharge in open channel flows are reported in the existing literature. However, sediment transport is a complex procedure that implies several parameters which in some cases are difficult to estimate. Even if direct confrontations of methods used are published, it is difficult to draw significant conclusions that would help determine a model or the models likely to produce the best results for a specific case. To facilitate that choice, the authors have attempted to establish a classification of the various methods commonly used by determining their relative performance, and to improve the performance by proposing a new model which distinguishes the type of sediment transport and the nature of the bed. Key words: sediment discharge, sediment transport, open channel flow, model, performance.[Journal translation]

2000 ◽  
Vol 44 ◽  
pp. 795-800 ◽  
Author(s):  
Syunsuke Ikeda ◽  
Kazuhiro Kawamura ◽  
Masatake Fukumoto ◽  
Takayuki Sano

2012 ◽  
Vol 14 (4) ◽  
pp. 937-943 ◽  
Author(s):  
H. Md. Azamathulla ◽  
Z. Ahmad

This technical paper presents the genetic programming (GP) approach to predict the critical submergence for horizontal intakes in open channel flow for different bottom clearances. Laboratory data from the literature for the critical submergence for a wide range of flow conditions were used for the development and testing of the proposed method. Froude number, Reynolds number, Weber number and ratio of intake velocity and channel velocity were considered dominant parameters affecting the critical submergence. The proposed GP approach produced satisfactory results compared to the existing predictors.


Fluids ◽  
2019 ◽  
Vol 4 (1) ◽  
pp. 18 ◽  
Author(s):  
Yong Lai ◽  
Kuowei Wu

Three-dimensional (3D) hydrostatic-pressure-assumption numerical models are widely used for environmental flows with free surfaces and phase interfaces. In this study, a new flow and sediment transport model is developed, aiming to be general and more flexible than existing models. A general set of governing equations are used for the flow and suspended sediment transport, an improved solution algorithm is proposed, and a new mesh type is developed based on the unstructured polygonal mesh in the horizontal plane and a terrain-following sigma mesh in the vertical direction. The new flow model is verified first with the experimental cases, to ensure the validity of flow and free surface predictions. The model is then validated with cases having the suspended sediment transport. In particular, turbidity current flows are simulated to examine how the model predicts the interface between the fluid and sediments. The predicted results agree well with the available experimental data for all test cases. The model is generally applicable to all open-channel flows, such as rivers and reservoirs, with both flow and suspended sediment transport issues.


Sign in / Sign up

Export Citation Format

Share Document