Chapter
Apr 26, 2012
The Prediction of Dunes and Their Related Roughness in Estuarine Morphological Models
Authors: Andreas Malcherek and Bert PutzarAuthor Affiliations
Publication: Estuarine and Coastal Modeling (2003)
Abstract
The prediction of dune characteristics in coastal waterways is of great importance for at least two reasons. On the one hand the crests impose a lot of dredging problems and on the other hand dunes contribute to the hydraulic resistance of the system and to the damping of the tidal wave. Therefore it is a major research aim to simulate the development of dunes in morphological numerical models. In this paper an algorithm is developed to simulate the evolution of dune heights and lengths. In the first step the dune parameters are calculated using empirical relations (i.e. here van Rijn) for every hydrodynamical time step. The values obtained in that way are not the actual dune heights and lengths because they would grow during ebb and flood tide and they would disappear during slack water. Instead of this they are regarded as asymptotical values reached theoretically after a certain time. The actual dune height and length are calculated applying a relaxation method using the empirical values as asymptotical values. This algorithm gives good results for the location of dunes in the Weser estuary at the North sea coast of Germany. The predictions for the dune heights and lenghts are reasonable.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Andreas Malcherek
Senior Research Engineer, Federal Waterways Engineering and Research Institute (BAW), Coastal Department, Wedeler Landstr. 157, 22559 Hamburg, Germany
Bert Putzar
Diploma Student, Technical University Hamburg-Harburg, 21071 Hamburg, Germany
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.
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.