Chapter
Apr 26, 2012
Evaluation of Controlling Effect of Sand Transport by Detached Breakwaters Built on Dynamically Stable Beach
Authors: Takaaki Uda, Dr.Eng. [email protected], Masumi Serizawa [email protected], and Toshinori Ishikawa [email protected]Author Affiliations
Publication: Coastal Sediments '07
Abstract
The contour-line-change model was applied for predicting the beach changes around headlands on the Shimizu coast, which were built using pairs of detached breakwaters. Before constructing the headlands, there was a dynamically stable beach, at which longshore sand transport of 1.3 x 105 m3/yr flowed continuously alongshore, but it was altered to a new equilibrium state, in which longshore sand transport was reduced to 7 x 104 m3/yr owing to the construction of the headlands. The effect of countermeasures against beach erosion was also predicted using this model. It was found that the extension of the present detached breakwaters by 50 m in the updrift and downdrift directions to narrow the interval between the detached breakwaters is effective for reducing the necessary amount of sand nourishment by (0.5–1.0) x 104 m3/yr.
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
Executive Director, Public Works Research Center, 1-6-4 Taito, Taito, Tokyo 110-0016, Japan. E-mail: [email protected]
Coastal Engineering Laboratory Co., Ltd., 1-22-301 Wakaba, Shinjuku, Tokyo 160-0011, Japan. E-mail: [email protected]
Public Works Research Center, 1-6-4 Taito, Taito, Tokyo 110-0016, 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.
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.