Numerical modeling of tide and tidal current in the kangjin bay, south sea, Korea

2007 ◽  
Vol 42 (3) ◽  
pp. 153-163 ◽  
Author(s):  
Young Jae Ro ◽  
Kwang Young Jung ◽  
Woong Sik Jun ◽  
Hyun Min Eom
2015 ◽  
Vol 36 (2) ◽  
pp. 25-36 ◽  
Author(s):  
Dessy Berlianty ◽  
Tetsuo Yanagi

Tide and tidal current model of the Bali Strait in Indonesia is produced by using a Coupled Hydrodynamical-Ecological Model for Regional and Shelf Seas (COHERENS). With its resolutions in the horizontal (500meters) and the vertical (4layers), the model well reproduces the four major tidal constituents, namely M2, S2, K1, and O1 tides, and their currents. Furthermore the model is used to investigate the tide-induced residual flow and tidal front in the Bali Strait. As a results, the tide-induced residual flow in the Bali Strait during the spring tide on May 16th in 2010 can be attributed to the variation of the strength of two eddies. The first one is the clockwise circulation in the shallow area at the wide part of the strait, while the second one is the small clockwise circulation in the south of the narrow strait. On the other hand, as suggestion from Simpson and Hunter (1974), the tidal front is determined by the value of log(H/U3) (where is the water depth in meters and the amplitude oftidal current amplitude in ms-1). The front detected by the image of sea surface temperature distribution from the satellite corresponds with the contour log(H/U3) of 6.5.


2014 ◽  
Vol 675-677 ◽  
pp. 806-810 ◽  
Author(s):  
Xin Li ◽  
Ming Xiao Xie

The Sanduao Bay is the bay with many of islands where the coastline is very winding with complex hydrodynamics and sediment transportation. Using a 2-D wave-current coupling hydrodynamic model of the Mike21 software package, the hydrodynamics condition on the Pingang Operation Area of Baima Port in the Sanduao Bay is simulatated. The results show that the current field in the berth is smooth that is beneficial to maintenance of water depth and reduction of siltation in berth. And the velocity in reclamation and dredging area is reduced less than 0.05m/s. the reclamation near the coastline and dredging in the berth make the velocity varied and the varying range is between 0.3m/s and 0.4m/s.


2014 ◽  
Vol 119 (8) ◽  
pp. 4958-4971 ◽  
Author(s):  
XiaoMing Li ◽  
Lequan Chi ◽  
Xueen Chen ◽  
YongZheng Ren ◽  
Susanne Lehner

2013 ◽  
Vol 30 (1) ◽  
pp. 374-380 ◽  
Author(s):  
Damien Chevaillier ◽  
Mikhail Karpytchev ◽  
Bernie J. Mcconnell ◽  
Simon Moss ◽  
Cecile Vincent

2004 ◽  
Vol 13 (4) ◽  
pp. 403-411 ◽  
Author(s):  
Takamichi Fujiwara ◽  
Yusaku Kyozuka ◽  
Takaharu Hamada

Sign in / Sign up

Export Citation Format

Share Document