A Study of Algae Control in ARA Waterway by Improvement of Canal Operation

2015 ◽  
Vol 15 (6) ◽  
pp. 405-414
Author(s):  
Chulgue Park ◽  
Suna Chong ◽  
Yongsoon Park ◽  
Woncheol Park
2013 ◽  
Author(s):  
Daniel L. Roelke ◽  
Bryan W. Brooks ◽  
James P. Grover ◽  
Veronica M. Lundgren

1975 ◽  
Vol 67 (3) ◽  
pp. 127-130 ◽  
Author(s):  
John E. Courchene ◽  
James D. Chapman
Keyword(s):  

1985 ◽  
Vol 77 (12) ◽  
pp. 4-4
Author(s):  
G. Fred Lee ◽  
R. Anne Jones
Keyword(s):  

2001 ◽  
Vol 35 (2) ◽  
pp. 14-18 ◽  
Author(s):  
Gerhard E. Kurz

This paper describes what is happening in Panama with regard to the Canal's current operation and future plans. Beginning with a history of the Canal's recent ownership transfer from the United States back to Panama, the paper continues by describing changing trends in the use of the Canal. A brief discussion of laws in place that prevent interruption of Canal operation, such as provisions against strikes, is also included. Other interesting specifics, such as the fact that usage of the Canal is increasing and so are the sizes of the ships using the Canal, are incorporated throughout the discussion. Future renovations look promising, and there is no reason to fear for the future of the Canal and its increasingly important role in this ever-changing world.


2017 ◽  
Vol 25 (1) ◽  
pp. 91-109
Author(s):  
Jong Kyu Kim ◽  
Dong Geun Kang ◽  
Wooseok Yeo ◽  
Hun Hee Kim

1993 ◽  
Vol 7 (1) ◽  
pp. 13-27
Author(s):  
Oulhaj Ahmed ◽  
Roland W. Jeppson
Keyword(s):  

2013 ◽  
Vol 295-298 ◽  
pp. 1053-1056
Author(s):  
Xin Sun ◽  
Meng Dan Zhang ◽  
Wei Li Zhao ◽  
Ting Lin Huang

Water-lifting aeration technology is one of the effective in-situ algae control technologies in deep reservoirs. Effects of water-lifting aerator type on the in-situ algae inhibition using water-lifting aeration technology was numerically analyzed with the help of FLUENT software. Under stable state, one large clockwise circulation flow was generated outside non-submerged and submerged water-lifting aerators, but the core algae inhibition zone was farther away from the non-submerged aerator under each water depth. When the water depth was increased from 77.25 m to 97.25 m, the percentage of the core algae inhibition zone to the whole flow domain was decreased from 56.01% to 47.34% for the submerged water-lifting aerator case, while that was decreased from 55.48% to 40.15% for the non-submerged water-lifting aerator case.


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