Chapter
Apr 26, 2012
Model for Predicting Beach Changes on Coast with Sand of Mixed Grain Size Based on Bagnold's Concept
Authors: Masumi Serizawa [email protected], Takaaki Uda, Dr.Eng. [email protected], Toshiro San-nami, Kou Furuike, Toshinori Ishikawa [email protected], and Takayuki Kumada, Ph.D. [email protected]Author Affiliations
Publication: Coastal Sediments '07
Abstract
Returning to the starting point of Bagnold's basic study, sand transport equations were derived. A model for predicting beach changes by applying the concept of the equilibrium slope introduced by Inman and Bagnold and the energetics approach of Bagnold was developed. As a result, the physical rationality of the predictive model was enhanced compared with the original model. Typical beach changes caused by the obstruction of longshore sand transport and associated changes in grain size could be predicted. This becomes a practical tool for predicting three-dimensional beach changes on coasts composed of sand of mixed grain size.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Coastal Engineering Laboratory Co., Ltd., 1-22-301 Wakaba, Shinjuku, Tokyo 160-0011, Japan. E-mail: [email protected]
Executive Director, Public Works Research Center, 1-6-4 Taito, Taito, Tokyo 110-0016, Japan. E-mail: [email protected]
Toshiro San-nami
Coastal Engineering Laboratory Co., Ltd., 1-22-301 Wakaba, Shinjuku, Tokyo 160-0011, Japan
Kou Furuike
Coastal Engineering Laboratory Co., Ltd., 1-22-301 Wakaba, Shinjuku, Tokyo 160-0011, Japan
Research Engineer, Public Works Research Center, 1-6-4 Taito, Taito, Tokyo 110-0016, Japan. E-mail: [email protected]
Laboratory of Aquatic Science Consultant Co., Ltd., 1-14-1 Kami-ikedai, Ota, Tokyo 145-0064, Japan. 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.