Taro Arikawa
Professor
Professor, Department of Civil and Environmental Engineering,
Faculty of Science and Engineering, Chuo University
Visiting Researcher, Tsunami and Storm Surge Group, Port and Airport Research Institute
Areas of Specialization: Coastal Engineering, Tsunami Disaster Prevention
Lectures:Environmental Analysis, Coastal Hydrology, Coastal Engineering
Career
April 1993 Graduated from the University of Tokyo Science
April 1993 Civil Engineering Division, Faculty of Engineering
April 1995 Department of Social Infrastructure Engineering, Graduate School of Engineering, The University
of Tokyo
March 2000 Doctor of Engineering, The University of Tokyo
April 2000 Ministry of Transport, Port Technology Research Institute
Jan. 2001 Port and Airport Research Institute, Ministry of Land, Infrastructure, Transport and Tourism
(organization change)
April 2001 Independent Administrative Agency, Port and Airport Technology Research Institute, Marine
and Water Works Department, Wave Resistance Researcher
Oct. 2003 Senior Researcher, Department of Marine and Fisheries
Oct. 2003 Collaborative Instructor at Yokohama National University
July 2007 Collaborative Visiting Associate Professor, Yokohama National University
April 2011 Senior Researcher, Marine Research Area
April 2014 Senior Researcher, Marine Information and Tsunami Research Area
April 2015- Professor, Department of Civil and Environmental Engineering, Faculty of Science and
Engineering, Chuo University (current position)
April 2015- Visiting Researcher, Tsunami Research Team, Port and Airport Research Institute
Major awards
2020 Japan Association for Earthquake Engineering Achievement Award ( Details )
Achievements / Thesis
-
Proposal of design method and examination of countermeasures for punching shear failures of caisson wall / Proceedings of Coastal Engineering, Vol. 51, 2004.
-
Experimental study on caisson wall destruction due to breakwater collision / Dissertation on coastal engineering (Journal, 2004) Volume 51.
-
Numerical simulation of hydraulic overflow pressure acting on the structures behind the seawall / Coastal Structures 2003 (Academic Journal, 2003).
-
Large-scale experiment on caisson wall collision force by breakwater / Proceedings of coastal engineering (journal, 2003) Volume 50.
-
Toward the realization of a virtual wave tank by computer / Magazine "Working Ship" (Others, 2003) No.265, pp.20-25.
-
Explanation of calculation method using nonlinear mild-slope equation and calculation example / Study session on wave deformation calculation by Boussinesq model in 2002 Study session materials (Other, 2003) pp. 46-50.
-
Wave Runup Modeling Using Velocity Potential Based on Nonlinear Mild-Slope Equations / Proceedings of the 28th International Conference on Coastal Engineering 2002 (Academic Journal, 2002) pp. 942-954.
-
Hydrodynamic pressures by overtopping waves over seawalls with low crown height / TECHNO-OCEAN 2002 (Academic Journal, 2002).
-
Experimental Study on Fluid Forces Acting on Seawall Hinterland Structures During Overtopping Waves / Proceedings of Coastal Engineering Vol. 49 (1), Japan Society of Civil Engineers, pp. 656-660, 2002.
-
Development of Refraction / Diffraction / Breaking Wave Deformation Model Using Nonlinear Mild-Slope Equation / Proceedings of Coastal Engineering, Vol. 49, Japan Society of Civil Engineers, pp.26-30, 2002.
-
Numerical Simulation of Impulsive Breaking-Wave Pressures on a Vertical Wall based on VOF Method. / The 8th International Symposium on Flow Modeling and Trubulence Measurements tobe published, 2001
-
A Wave Breaking Model Based on Nonlinear Mild-Slope Equations / Proceedings of the 4th International Conference on Hydrodynamics, 1AHR, P.551-556, 2001
-
Development of Local Nearshore Current Measurement System Using PIV Analysis / Proceedings of Coastal Engineering, Vol. 48, Japan Society of Civil Engineers, P101-105, 2001.
-
Calculation and Applicability of Impulsive Wave Pressure Using VOF Method / Proceedings of Coastal Engineering, Vol. 48, Japan Society of Civil Engineers, P.831-835, 2001.
-
Development of Refraction / Diffraction / Breaking Wave Deformation Model Based on Nonlinear Mild-Slope Equation / The University of Tokyo Dissertation, 2000, P.115.