Ching-Piao Tsai

Prof. Dr. Ching-Piao Tsai

Department of Civil Engineering of National Chung Hsing University, Taichung City 40227, Taiwan
orcid

Research Focus & Metrics

Academic Career Length

40Years (1987-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 October 2002 in Ocean Engineering
Verified
Journal Article
Closed access
Ching-Piao TsaiChing-Piao Tsai
Ching-Piao Tsai
CLChang Lin
Chang Lin
JSJia-N Shen
Jia-N Shen

1 July 1999 in Journal of Waterway, Port, Coastal, and Ocean Engineering
Verified
Journal Article
Closed access
Ching-Piao TsaiChing-Piao Tsai
Ching-Piao Tsai
TLTsong-Lin Lee
Tsong-Lin Lee
Reliability of tidal-level forecasting is essential for structure installation and human activities in the marine environment. This paper reports an application of the artificial neural network with back-propagation procedures for accurate forecast of tidal-level variations. Unlike the conventional harmonic analysis, this neural network model forecasts the time series of tidal levels directly using a learning process based on a set of previous data. Two sets of field data with diurnal and semidiurnal tide, respectively, were used to test the performance of the neural network model. Results indicate that the hourly tidal levels over a long duration can be efficiently predicted using only a very short-term hourly tidal record.

1 August 1995 in Ocean Engineering
Verified
Journal Article
Closed access
Ching-Piao TsaiChing-Piao Tsai
Ching-Piao Tsai
TLTsong-Lin Lee
Tsong-Lin Lee

1 January 1994 in Applied Ocean Research
Verified
Journal Article
Closed access
Ching-Piao TsaiChing-Piao Tsai
Ching-Piao Tsai
DJDong-Sheng Jeng
Dong-Sheng Jeng

1 August 2006 in Ocean Engineering
Verified
Journal Article
Closed access
Ching-Piao TsaiChing-Piao Tsai
Ching-Piao Tsai
HCHong-Bin Chen
Hong-Bin Chen
FLFang-Chuen Lee
Fang-Chuen Lee

28 February 2018 in Sustainability
Verified
Journal Article
Open access
PDF file
Ching-Piao TsaiChing-Piao Tsai
Ching-Piao Tsai
CKChun-Han Ko
Chun-Han Ko
YCYing-Chi Chen
Ying-Chi Chen
The hydrodynamic performance of the wave power extraction of an innovative modified breakwater-integrated Oscillating Water Column (OWC) wave energy converter is both numerically and experimentally presented in this study. The modified OWC device comprises a non-conventional perforated wall in front of a typical OWC chamber. The air-water two-fluid model, considering the fluid compressibility involved in FLOW-3D solver, is employed for the numerical simulations of the hydrodynamic characteristics of the OWC devices. The numerical simulations of the hydrodynamic performance of the OWC device are first validated by the experimental measurements with a scaled model. The effects of the geometry of the OWC chamber on the hydrodynamic efficiency are then discussed by numerical simulations using a full-scale OWC device under regular waves. The numerical and experimental results show that the present modified device can form a U-type flow pattern by the oscillating water column, thus developing better performance in extracting pneumatic power, when compared with the typical OWC device which does not have the perforated front wall. The results indicate that the present modified OWC device can not only promote the efficiency of the pneumatic power extraction, but can also reduce the wave force acting on the structure.