Performance Evaluation of Deforming Rubble Mound Breakwater in terms of Overtopping Quantity
-
- OTA Takao
- 鳥取大学工学部社会開発システム工学科
-
- MATSUMI Yoshiharu
- 鳥取大学工学部社会開発システム工学科
-
- KIMURA Akira
- 鳥取大学工学部社会開発システム工学科
Bibliographic Information
- Other Title
-
- 断面変形を伴う傾斜堤の越波量からみた性能評価
Description
In this study, laboratory experiments are conducted to investigate the variations of reflection coefficient and volume of overtopped water due to damage progression of a rubble mound breakwater. Furthermore, a time-averaged numerical wave model and semi-empirical overtopping model are applied to computation of wave energy dissipation, reflection coefficient and overtopping rate. The results of the experiments show that reflection coefficient does not change much with damage progression of the breakwater and the variations of overtopping rate have different tendency in each test. The computed reflection coefficient and overtopping rate agree with the measured values.
Journal
-
- PROCEEDINGS OF COASTAL ENGINEERING, JSCE
-
PROCEEDINGS OF COASTAL ENGINEERING, JSCE 54 746-750, 2007
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390282679528148096
-
- NII Article ID
- 130003808156
-
- ISSN
- 18848222
- 09167897
-
- Data Source
-
- JaLC
- Crossref
- CiNii Articles
- KAKEN
-
- Abstract License Flag
- Disallowed