-
- MURAKAMI Yoshikane
- Centers for Civil Engineering and Architectures, Kansai Electric Power Co., Inc.
-
- SHIKATA Takemi
- Port and Coastal Engineering Group, Newjec Inc.
-
- TONOMO Koji
- Port and Coastal Engineering Group, Newjec Inc.
この論文をさがす
説明
It is necessary to establish a consistent evaluation scheme for estimating the height of tsunamis triggered by submarine landslides, since a standard framework for evaluation has not been established even though several models for calculation have been proposed and applied in practice. In this study, we propose a method of evaluating the height of a tsunami triggered by a submarine landslide using three schemes – the KLS model, Watts model and modified-KLS model for calculation, by setting the detailed profile of the submarine landslide based on the marine geological map and reanalysis of the marine acoustic wave exploration records. As a result of the comparison of the tsunami height evaluation produced by each model, it was suggested that, comparing the experimental result and those of other methods, a safe-side evaluation result might be obtained by the KLS model, applying the maximum sliding velocity calculated by the Watts model as a parameter.
収録刊行物
-
- Japan Society for Natural Disaster Science
-
Japan Society for Natural Disaster Science 39 (1), 1-18, 2019
日本自然災害学会
- Tweet
キーワード
詳細情報 詳細情報について
-
- CRID
- 1390564238088946816
-
- NII論文ID
- 130007645009
-
- ISSN
- 24346705
- 03884090
-
- 本文言語コード
- en
-
- データソース種別
-
- JaLC
- Crossref
- CiNii Articles
-
- 抄録ライセンスフラグ
- 使用不可