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Featured researches published by Tomotsuka Takayama.


PROCEEDINGS OF COASTAL ENGINEERING, JSCE | 2008

Factors of Caisson Sliding Failures Affected by Damage of Armor Concrete Blocks

Tomotsuka Takayama; Daiki Tsujio; Tomohiro Yasuda

Recently, caisson sliding failures affected by large waves have occurred. The damage of the breakwaters in Susami port due to Typhoon 0423 is a typical sliding failure and the caissons were tilted down in the rear of rubble mound. The damage at Fushiki-Toyama port on February 2008 is also another typical sliding failure and concrete blocks were settled down. The present paper describes the factors of their caisson sliding failures affected by damage of armor concrete blocks. It concludes that the caisson sliding failure at Susami port was caused by insufficient weight of the caisson. Even if heavier concrete blocks are placed as armors, the caisson would be slid. The numerical simulation suggests that the caisson sliding failure at Fushiki-Toyama port was caused by the combination of three factors of large wave height, long wave period and duration time.


27th International Conference on Coastal Engineering (ICCE) | 2001

ADCP Application for Long Term Monitoring of Coastal Water Quality

Hiroshi Yoshioka; Tomotsuka Takayama; Yoshitaka Tanabe; Nobuaki Shiraishi

The water quality (turbidity, chlorophyll) was compared with ADCP echo data in the long-term observation in order to examine the applicability of ADCP for long term monitoring water quality. The echo has remarkable influence by sea surface reflection and air bubbles back scattering. It is important to remove these noise to get good estimation of turbidity from echo data.


PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN | 2000

CHARACTERISTICS OF WAVES OBSERVED AT TANABE BAY FOR 5 YEARS

Shigeatsu Serizawa; Hiroshi Yoshioka; Tomotsuka Takayama; Masaaki Matsumoto

We have observed waves, tide, winds and temperatures at the tower named Tanabe-Nakajima Storm Surge Observation Tower standing at the mouth of Tanabe-Bay in Wakayama Prefecture. After removing many kind of noise in the original data by a special filter, significant wave heights and periods are calculated from Dec. 1994 to Aug. 1999. Comparing between wind and wave conditions, characteristics of seasonal and yearly variations are analyzed. In winter season, wind waves are dominant and there is an upper criterion of wave height restricted from wave slope. In summer season, swell become predominant. Yearly maximum wave heights are generated by typhoons so that the yearly variation is bigger than mean seasonal one.


Acta Oceanologica Sinica | 2005

ADCP application for long-term monitoring of coastal water

Hiroshi Yoshioka; Tomotsuka Takayama; Shigeatsu Serizawa


PROCEEDINGS OF COASTAL ENGINEERING, JSCE | 2007

Real-Time Tsunami Prediction by Inverse Analysis of Tsunami Profiles Observed at Offshore Points

Tomohiro Yasuda; Tomotsuka Takayama; Kenta Kawamura; Hajime Mase


Kyoto Daigaku Bōsai Kenkyūjo nenpō | 2005

Research development for the risk assessment technology of flood in urban area and its practical application

Tomotsuka Takayama; Kazuya Inoue; Kaoru Takara; Keiich Toda; Hajime Mase; Masaharu Fujita; Yasuto Tachikawa


Proceedings of the 5th Coastal Structures International Conference, CSt07 | 2009

TSUNAMI PRESSURE ACTING UPON A VERTICAL WALL ON A BEACH

Tomohiro Yasuda; Tomotsuka Takayama


Coastal Dynamics 2009 - Impacts of Human Activities on Dynamic Coastal Processes | 2009

33. REAL-TIME TSUNAMI PREDICTION EMPLOYING OFFSHORE OBSERVED DATA

Tomohiro Yasuda; Tomotsuka Takayama; Hajime Mase


PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN | 2008

A NUMERICAL EXPERIMENT ON CHARACTARISTICS OF SOLITARY WAVES ON RUNUP AND REFLECTION OF LONG PERIOD TSUNAMI WAVE

Katsuya Hirayama; Tomotsuka Takayama


京都大学防災研究所年報. B = Disaster Prevention Research Institute Annuals. B | 2007

台風0603号による高潮および波浪追算への潮汐・高潮・波浪結合モデルの適用

Sooyoul Kim; Tomotsuka Takayama; Tomohiro Yasuda; Hajime Mase

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Hiroshi Yoshioka

Aichi Prefectural University

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