On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet Tow

A case study is conducted for a submerged floating tunnel module (SFTM) in wet tow conditions. Inspired by the successful wet tow operations of spar platforms, a wet tow scenario is examined where a tunnel module, floating horizontally with a half-diameter draft, is towed by tugboats using towlines....

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Main Authors: Ikjae Lee, Chungkuk Jin, Sung-Jae Kim, Moohyun Kim
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Journal of Marine Science and Engineering
Subjects:
Online Access:https://www.mdpi.com/2077-1312/13/1/77
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author Ikjae Lee
Chungkuk Jin
Sung-Jae Kim
Moohyun Kim
author_facet Ikjae Lee
Chungkuk Jin
Sung-Jae Kim
Moohyun Kim
author_sort Ikjae Lee
collection DOAJ
description A case study is conducted for a submerged floating tunnel module (SFTM) in wet tow conditions. Inspired by the successful wet tow operations of spar platforms, a wet tow scenario is examined where a tunnel module, floating horizontally with a half-diameter draft, is towed by tugboats using towlines. To evaluate the static stability of the SFTM during wet tow, numerical static offset tests are performed at varying tow speeds to determine the equivalent system stiffness. These static offset tests consider surge, sway, roll, and yaw motions. Statistical analyses are subsequently performed based on the encounter-frequency approximation with varying equivalent stiffnesses. The most probable extreme motion analysis for 3 h under sea state 4 (<inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><msub><mi>H</mi><mi>S</mi></msub><mo>=</mo><mn>2.44</mn><mtext> </mtext><mi mathvariant="normal">m</mi></mrow></semantics></math></inline-formula> and <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><msub><mi>T</mi><mi>P</mi></msub><mo>=</mo><mn>8.1</mn><mtext> </mtext><mi mathvariant="normal">s</mi></mrow></semantics></math></inline-formula>) shows that the beam sea condition causes the largest heave (0.6 m), and the stern sea (30 deg.) leads to the largest yaw response (0.85 deg.), which is likely to cause an instantaneous decrease in towing stability.
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series Journal of Marine Science and Engineering
spelling doaj-art-1293a2f83e734306a3879194d6b8a6bd2025-01-24T13:36:47ZengMDPI AGJournal of Marine Science and Engineering2077-13122025-01-011317710.3390/jmse13010077On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet TowIkjae Lee0Chungkuk Jin1Sung-Jae Kim2Moohyun Kim3Department of Ocean Engineering, Texas A&M University, College Station, TX 77845, USADepartment of Ocean Engineering and Marine Sciences, Florida Institute of Technology, Melbourne, FL 32901, USAFisheries Engineering Division, National Institute of Fisheries Science, Busan 46083, Republic of KoreaDepartment of Ocean Engineering, Texas A&M University, College Station, TX 77845, USAA case study is conducted for a submerged floating tunnel module (SFTM) in wet tow conditions. Inspired by the successful wet tow operations of spar platforms, a wet tow scenario is examined where a tunnel module, floating horizontally with a half-diameter draft, is towed by tugboats using towlines. To evaluate the static stability of the SFTM during wet tow, numerical static offset tests are performed at varying tow speeds to determine the equivalent system stiffness. These static offset tests consider surge, sway, roll, and yaw motions. Statistical analyses are subsequently performed based on the encounter-frequency approximation with varying equivalent stiffnesses. The most probable extreme motion analysis for 3 h under sea state 4 (<inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><msub><mi>H</mi><mi>S</mi></msub><mo>=</mo><mn>2.44</mn><mtext> </mtext><mi mathvariant="normal">m</mi></mrow></semantics></math></inline-formula> and <inline-formula><math xmlns="http://www.w3.org/1998/Math/MathML" display="inline"><semantics><mrow><msub><mi>T</mi><mi>P</mi></msub><mo>=</mo><mn>8.1</mn><mtext> </mtext><mi mathvariant="normal">s</mi></mrow></semantics></math></inline-formula>) shows that the beam sea condition causes the largest heave (0.6 m), and the stern sea (30 deg.) leads to the largest yaw response (0.85 deg.), which is likely to cause an instantaneous decrease in towing stability.https://www.mdpi.com/2077-1312/13/1/77submerged floating tunnelwet towstabilityseakeepingencounter-frequency
spellingShingle Ikjae Lee
Chungkuk Jin
Sung-Jae Kim
Moohyun Kim
On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet Tow
Journal of Marine Science and Engineering
submerged floating tunnel
wet tow
stability
seakeeping
encounter-frequency
title On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet Tow
title_full On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet Tow
title_fullStr On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet Tow
title_full_unstemmed On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet Tow
title_short On the Static Stability and Seakeeping Performance of a Submerged Floating Tunnel Module in Wet Tow
title_sort on the static stability and seakeeping performance of a submerged floating tunnel module in wet tow
topic submerged floating tunnel
wet tow
stability
seakeeping
encounter-frequency
url https://www.mdpi.com/2077-1312/13/1/77
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AT chungkukjin onthestaticstabilityandseakeepingperformanceofasubmergedfloatingtunnelmoduleinwettow
AT sungjaekim onthestaticstabilityandseakeepingperformanceofasubmergedfloatingtunnelmoduleinwettow
AT moohyunkim onthestaticstabilityandseakeepingperformanceofasubmergedfloatingtunnelmoduleinwettow