Research Article
Jun 1981
Stochastic Models of Suspended-Sediment Dispersion
This article has a reply.
VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 107, Issue 6
Abstract
Existing probabilistic methods for predicting turbulent dispersion of suspended sediments are reviewed, starting with the early theory of particle diffusion by continuous movements, and proceeding to more recent random walk simulations. The evolutions of these models are explored along with their limiting assumptions. The methods are basically equivalent. The random walk procedure is not restricted in principle to stationary flows, but it imposes probability distribution restrictions that are not present in the continuous movements technique. A basic problem common to both techniques is that detailed information is needed about the turbulent features of the carrying flow. The sediment diffusivity can be obtained from either Lagrangian or Eulerian information provided that the particle properties and turbulent velocity scales satisfy certain specific relationships.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Hydraulics Division
Volume 107 • Issue 6 • June 1981
Pages: 733 - 757
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jun 1981
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Carlos V. Alonso, M.ASCE
Research Hydr. Engr., U.S. Dept. of Agric., Science and Education Administration, Sedimentation Lab., P.O. Box 1157, Oxford, Miss. 38655
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.