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Featured researches published by Hiroichi Tsuruya.


Coastal Engineering Journal | 1998

Numerical computations of the nonlinear energy transfer of gravity-wave spectra in finite water depths

Noriaki Hashimoto; Hiroichi Tsuruya; Yasuyuki Nakagawa

A new computational scheme for calculating the nonlinear energy transfer in finite-depth gravity wave spectra has been developed by extending the methods established by Masuda (1980) and Komatsu et...


25th International Conference on Coastal Engineering | 1997

THE EFFECTS OF CURRENTS ON ESTIMATIONS OF DIRECTIONAL WAVE SPECTRA

Yasuyuki Nakagawa; Hiroichi Tsuruya; Noriaki Hashimoto

A special reflecting wall 12 m long and 2.1 m high was built off the beach at Reggio Calabria, and 30 wave gauges were assembled before the wall and were connected to an electronic station on land. It was possible to observe the reflection of wind waves generated by a very stable wind over a fetch of 10 Km. The experiment aimed to verify the general closed solution for the wave group mechanics (Boccotti, 1988, 1989), for the special case of the wave reflection.Significant features on Wadden Sea wave climate are evaluated in respect of the state of the art. Main emphasis was laid on an analysis of the governing boundary conditions of local wave climate in island sheltered Wadden Sea areas with extensions being sufficient for local wind wave growth. Explanatory for significant wave heights a reliable parametrization of local wave climate has been evaluated by using generally available data of water level and wind measurements.


16th International Conference on Coastal Engineering | 1978

EXPERIMENTAL STUDY OF WIND WAVES GENERATED ON CURRENTS

Hajime Kato; Hiroichi Tsuruya

The equations describing conservation of mass, momentum and energy in a turbulent free surface flow are derived for a controle volume extending over the whole depth. The effect of the turbulent surface oscillations are discussed but neglected in the following analysis, where the equations are applied to the energy balance in a surf zone wave motion. This leads to results for the wave height variation and the velocity of propagation. The results cannot be reconciled completely with measurements and the concluding discussion is aimed at revealing how the model can be improved.A three-dimensional morphodynamic model of sequential beach changes Is presented. The model Is based on variations in breaker wave power generating a predictable sequence of beach conditions. The spectrum of beach conditions from fully eroded-dissipatlve to fully accreted reflective is characterised by ten beach-stages. Using the breaker wave power to beach-stage relationship the model Is applied to explain temporal, spatial and global variations In beach morphodynamlcs.The agents of initial damage to the dunes are water, which undermines them, and animals (including man) which damage the protective vegetation by grazing or trampling. Of these, man has recently assumed predominant local importance because of the popularity of sea-side holidays and of the land-falls of certain marine engineering works such as oil and gas pipelines and sewage outfalls. The need is therefore increasing for active dune management programmes to ensure that under these accentuated pressures, the coast retain an equilibrium comparable with that delicately balanced equilibrium which obtains naturally at a particular location.


22nd International Conference on Coastal Engineering | 1991

NUMERICAL SIMULATIONS OF MUD TRANSPORT BY A MULTI-LAYERED NESTED GRID MODEL

Hiroichi Tsuruya; Kazuo Murakami; Isao Irie

Tanah Lot Temple is situated in Tabanan Regency - Bali, on the coast of the Indonesian Ocean. Due to continuous wave attack, wind force, and weathering of the rock bank where the Temple stands, abrasion has occured which is more and more threatening the existence of the Temple. Considering that Tanah Lot Temple is a sacred place for the Hindu Balinese people and a place of high cultural value, and also an important tourism, steps to save the Temple are imperative. The Central as well as the Regional Authorities, and also the Bali nese community are very much interested in the effort to keep the Temple intact. Measures have been undertaken to protect both the seaside and land-side banks of the Temple rock bank. This paper only discusses counter measures of the sea —side bank of the Temple.


25th International Conference on Coastal Engineering | 1997

BREAKWATER DAMAGE IN OKUSHIRI PORT DUE TO THE HOKKAIDO NANSEI-OKI EARTHQUAKE TSUNAMI

Katsutoshi Kimura; Yuzo Mizuno; Hiroichi Tsuruya; Yasuyuki Nakagawa

A study of alternatives including a shoreline evolution numerical modelization has been carried out in order to both diagnose the erosion problem at the beaches located between Cambrils Harbour and Pixerota delta (Tarragona, Spain) and select nourishment alternatives.


Doboku Gakkai Ronbunshu | 2004

SEASONAL VARIATION CHARACTERISTICS OF WATER STRUCTURE AND QUANTITATIVE ANALYSIS OF SEAWATER EXCHANGE IN OHFUNATO BAY

Tadashi Hibino; Hiroichi Tsuruya; Naoki Itabashi


Coastal Engineering Journal | 1988

Experimental Study on the Wave Decay in an Opposing Wind

Hiroichi Tsuruya


Proceedings of the Japan Society of Civil Engineers | 1978

EXPERIMENTAL STUDY OF WIND-GENERATED WAVES ON WATER CURRENTS

Hajime Kato; Hiroichi Tsuruya


Proceedings of the 29th International Conference | 2005

MECHANISM OF SEAWATER EXCHANGE IN SEMI-ENCLOSED BAY WITH SILL AND ITS MODELING

Itabashi Naoki; Tadashi Hibino; Hiroichi Tsuruya


Unknown Journal | 1997

Effects of currents on estimations of directional wave spectra

Yasuyuki Nakagawa; Hiroichi Tsuruya; Noriaki Hashimoto

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Kazuo Murakami

Ontario Ministry of Transportation

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Yasuyuki Nakagawa

Ontario Ministry of Transportation

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Hajime Kato

Ontario Ministry of Transportation

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Kazumasa Katoh

Ontario Ministry of Transportation

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