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Simplified analysis for estimation of the behavior of a submerged floating tunnel in waves and experimental verification

Authors
Seo, Sung-ilMun, Hyung-sukLee, Jin-hoKim, Jin-ha
Issue Date
12월-2015
Publisher
ELSEVIER SCI LTD
Keywords
Inertia force; Morison's equation; Physical model; Linear wave theory; Wave load; Drag force; Submerged floating tunnel
Citation
MARINE STRUCTURES, v.44, pp 142 - 158
Pages
17
Journal Title
MARINE STRUCTURES
Volume
44
Start Page
142
End Page
158
URI
https://www.kriso.re.kr/sciwatch/handle/2021.sw.kriso/747
DOI
10.1016/j.marstruc.2015.09.002
ISSN
0951-8339
1873-4170
Abstract
To achieve rational design in waves for a submerged floating tunnel which has emerged as a new offshore transportation infrastructure, it's necessary to understand its hydrodynamic behavior. For simple but accurate estimation of hydrodynamic forces, a theoretical method is proposed and the tests with physical models in a wave flume were carried out for verification. Morison's equation was used to estimate wave loads composed of inertia force and drag force. Forces calculated by applying the linear wave theory to Morison's equation coincided well with those measured by the tests. The test results showed that mooring systems played a significant role in the movement of the submerged floating tunnel in waves. A pendulum model could be used to describe the motion of the submerged floating tunnel with a single vertical mooring. Based on the verified relations, a simple slack condition which causes the submerged floating tunnel to be unstable was also proposed. The simplified approach proposed by this study proved to be useful in designing the submerged floating tunnel in the initial stage. (C) 2015 Elsevier Ltd. All rights reserved.
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Kim, Jin Ha
친환경해양개발연구본부 (심해공학연구센터)
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