Ming‐Chung Lin

National Chung Shan Institute of Science and Technology

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Chao-Lung Ting

National Taiwan University

Wen-Jye Juang

National Taiwan University

Chao‐Min Hsu

Kun Shan University

Yun-Chih Chiang

Tzu Chi University

Chi-Tung Wu

Taichung City Government

Yen-Chi Lu

Center for Security Studies

Sung‐Shan Hsiao

National Taiwan Ocean University

Kiyoshi Horikawa

The University of Tokyo

Ting‐Kuei Tsay

National Taiwan University

C.M. Hsu

National Taiwan University

Cooperative Institutions

National Taiwan University

National Taiwan Ocean University

Tzu Chi University

National Yang Ming Chiao Tung University

ITRI International

National Kaohsiung University of Science and Technology

Far Eastern Memorial Hospital

National Taiwan University Hospital

National Applied Research Laboratories

The University of Tokyo

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Essential properties of Boussinesq equations for internal and surface waves in a two-fluid system

Ocean Engineering (2007)

Chi‐Min Liu Ming‐Chung Lin Chin‐Hwa Kong

Boussinesq approximation (buoyancy)

Harmonic

Dispersion relation

10.1016/j.oceaneng.2007.08.006

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Citations (15)

Wave Transformations Over Porous Beds

The Seventeenth International Offshore and Polar Engineering Conference (2007)

Ming‐Chung Lin Chao‐Min Hsu Chao-Lung Ting Ya‐Jung Lee Jing‐Fa Tsai

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Analytical study of wave‐induced nearshore currents

Journal of the Chinese Institute of Engineers (1986)

Ming‐Chung Lin J. Liou

Abstract Nearshore circulation, produced by a wave‐induced radiation stress gradient, forms different circulation patterns under different wave characteristics and topographical conditions. A more general equation was deduced on the orthogonal curvilinear coordinate system to unify the diversities among related theories and to investigate the nearshore circulation on an arc‐shaped coast. The results show that circulation patterns depend on the flow torque factor which is in turn determined by both the wave characteristics and the topographical conditions. Due to the differences of this torque factor, the straight coast and the arc‐shaped coast will produce different circulation patterns. Key words: nearshore currentsarc‐shaped coast

10.1080/02533839.1986.9676912

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Citations (2)

Numerical Simulations of Onshore Sandbar Development

The Twenty-second International Offshore and Polar Engineering Conference (2012)

Yun-Chih Chiang Ming‐Chung Lin Chao-Lung Ting Huei‐Jeng Lin C.‐Y. Hsu

Shoal

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Flow visualization and pressure characteristics of a cylinder for water impact

Applied Ocean Research (1997)

Ming‐Chung Lin L.C. Shieh

Impact pressure

Tracking (education)

Pressure measurement

10.1016/s0141-1187(97)00014-x

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Citations (40)

ESTABLISHMENT AND PERFORMANCE OF THE OCEAN WAVE ENSEMBLE FORECAST SYSTEM AT CWB

Journal of Marine Science and Technology (2017)

Heng-Wen Chang Chieh‐Cheng J. Yen Ming‐Chung Lin Chi-Hao Chu

Offshore geotechnical engineering

10.6119/jmst-017-0622-1

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A model for shoreline evolution around a river mouth

Journal of the Chinese Institute of Engineers (1983)

Ming‐Chung Lin Jyh‐Cherng Wang

Abstract This paper proposes a model for predicting long‐term shoreline evolution around a river mouth by incorporating certain river parameters into the Willis beach evolution model. The proposed model is at first applied to four ideal cases to investigate its general characteristics and adaptability, and good results are found. Finally, as an application of the model, a numerical simulation of shoreline changes around the Cho‐shui River mouth is performed and compared with field data. Reasonable agreement is found.

River mouth

Adaptability

10.1080/02533839.1983.9676737

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NEARSHORE CIRCULATIONS ON A WAVY COAST

Coastal Engineering Proceedings (1988)

Ming‐Chung Lin Sheng-Yeh Hwang

Nearshore circulations, produced by wave-induced radiation stress gradients, form different circulation patterns under different wave characteristics and topographical conditions. Although numerous studies of nearshore circulations, such as Bowen (1969), Miller and Barcilon (1978), Dalrymple & Lozano (1978) and so on, have been appeared in the literature, it seems that little attention is paid on the case of a non-straight shoreline. O'Rorske & Leblond (1972) have investigated the wave-induced longshore currents in a semicircular bay, while Oda (1982) has used the coordinate transformation to treat nearshore circulations on a circular-arc shaped coast. Lin and Lee (1982), introduced a small perturbation quantity of wave set-up and set-down, induced by the non-straight shoreline, into the mean total water depth to obtain a governing partial differential equation by which they investigated the nearshore circulations on a cuspate coast. In Lin and Liou (1986), a more general equation was deduced on the orthogonal curvlinear coordinate system to unify the diversities among the related theories, and moreover, to investigate the nearshore circulations on the arc-shaped coast.

Longshore drift

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A Quasi-3D Sediment Transport Modelling For Coastal Morphodynamics

The Twenty-first International Offshore and Polar Engineering Conference (2011)

Yun-Chih Chiang Song-San Hsiao Ming‐Chung Lin

Beach morphodynamics

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Combined wave refraction and diffraction near a breakwater

Journal of the Chinese Institute of Engineers (1985)

Ming‐Chung Lin Y. J. Chiou

Abstract Based on incorporation of oblique coordinate system, a model for combined wave refraction and diffraction developed by Liu and Mei is extended to include effects of arbitrary breakwater orientation. A series of careful experiments in a wave basin (20m×13m) are conducted. Comparison between theory and experimental data is performed. A reasonably good agreement is observed.

Breakwater

10.1080/02533839.1985.9676839

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