Tidal Current Resource Assessment Using a Numerical Simulation of Water Circulation in Korea

2016 ◽  
Vol 12 (S2) ◽  
pp. 71
Author(s):  
Chulhee Jo ◽  
Kanghee Lee ◽  
Bongkun Cho ◽  
Sujin Hwang
Author(s):  
I. G. Bryden ◽  
S. J. Couch ◽  
A Owen ◽  
G Melville

Energies ◽  
2019 ◽  
Vol 12 (22) ◽  
pp. 4380 ◽  
Author(s):  
Su-jin Hwang ◽  
Chul H. Jo

Korea is a very well-known country for having abundant tidal current energy resources. There are many attractive coastal areas for the tidal current power that have very strong currents due to the high tidal range and the acceleration through the narrow channels between islands in the west and south coasts of the Korean peninsula. Recently, the Korean government announced a plan that aims to increase the portion of electricity generated from renewable energy to 20% by 2030. Korea has abundant tidal current energy resources; however, as reliable resource assessment results of tidal current energy are not sufficient, the portion of tidal current power is very small in the plan. Therefore, a reliable resource assessment should be conducted in order to provide a basis for the development plan. This paper describes the resource assessment of tidal current energy in Korea based on the observational data provided by KHOA (Korean Hydrographic and Oceanographic Agency) and numerical simulation of water circulation. As the observational data were unable to present the detailed distribution of the complicated tidal current between islands, numerical simulation of water circulation was used to describe the detailed distribution of tidal current in Incheon-Gyeonggi and Jeollanam-do, where the tidal energy potentials are abundant. The west and south coastal areas of Korea were divided into seven regions according to the administrative district, and the theoretical tidal current potential was calculated using average power intercepted. The results of this research can provide the insight of the tidal current energy development plan in Korea.


Author(s):  
P. Marsh ◽  
I. Penesis ◽  
J.R. Nader ◽  
R. Cossu ◽  
C. Auguste ◽  
...  

2012 ◽  
Vol 256-259 ◽  
pp. 2548-2551 ◽  
Author(s):  
Jun Chen ◽  
Ai Feng Huang ◽  
Hong Chen ◽  
Yong Tao Li

To ensure the secure buried depth of the subway tunnel which was routed underneath the Fenghuahe River, a two-dimensional tidal current and sediment transportation model was established to simulate the maximum scour depth of the riverbed. The conclusions were shown as follows: the most disadvantageous hydrologic condition was a combination of the 200-year return period flood in the Fenghuahe River and the 5-year highest tide in the Yonghe River. The maximum scour depth of the riverbed above the subway tunnel was 1.19 m and the lowest elevation of the riverbed cross-section was -8.56m. The results could provide technical support for the safety of subway design.


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