Chapter
Apr 26, 2012
The Development of a Rouse-Type Profile for Nonequilibrium Suspended Sediment
Publication: World Environmental and Water Resources Congress 2010: Challenges of Change
Abstract
In order to fully describe the erosion, deposition and transport processes of sediments, it is necessary to understand the behavior of the suspended sediment profile and how it changes in response to changing external forcings. To this end, an approximate nonequilibrium suspended sediment profile for fully developed, quasi-steady flow has recently been developed and published by the author. This profile was developed analytically, on the form of the Rouse equilibrium profile, with several physical assumptions imposed on the development. In this paper, the original profile development is revisited. The profile is shown to be generally valid for unsteady flow, making it more generally applicable than the original development implied. Also, a more general form of the profile which includes concentration dependent settling velocity is derived, making it suitable for use in approximating observed mud profiles. The proposed profile is compared against numerical solutions to asses its validity.
Get full access to this chapter
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
M.ASCE
Research Hydraulic Engineer, Engineering Research and Development Center, US Army Corps of Engineers, 3909 Halls Ferry Rd, Vicksburg, MS. E-mail: [email protected]
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.