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Evaluation of Leakage Due to Submerged Floating Tunnel Crack and Its Propagation Characteristics
The submerged floating tunnel (SFT) is a type that allows tunnel floating owing to the water buoyancy. SFTs are often subjected to high-water pressure and environmental loads, such as waves and currents, which differ from those experienced by typical underground tunnels. In these SFTs, a sudden, lar...
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Published in: | KSCE journal of civil engineering 2024, 28(11), , pp.5361-5372 |
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description | The submerged floating tunnel (SFT) is a type that allows tunnel floating owing to the water buoyancy. SFTs are often subjected to high-water pressure and environmental loads, such as waves and currents, which differ from those experienced by typical underground tunnels. In these SFTs, a sudden, large water leak can occur owing to collisions with external objects (such as ships), mooring lines for anchoring, and structural fatigue failure. To address these unexpected situations, it is necessary to develop a disaster prevention system for leakages. However, tunnel leaks and their propagation characteristics within tunnels have not been studied in depth. In this study, numerical simulations were performed using the commercial software program FLOW-3D to evaluate the characteristics of the water flowing through the tunnel owing to local damages to tunnel segments. In the simulations, a representative cross-section of the SFT was modeled, and the water propagation characteristics with respect to the crack size and water depth were evaluated. The results confirmed that the crack size and water depth significantly affected the propagation characteristics of the leaks. The results of this study are expected to be used as useful data for the design of disaster prevention systems for leaks in SFT. |
doi_str_mv | 10.1007/s12205-024-1189-y |
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SFTs are often subjected to high-water pressure and environmental loads, such as waves and currents, which differ from those experienced by typical underground tunnels. In these SFTs, a sudden, large water leak can occur owing to collisions with external objects (such as ships), mooring lines for anchoring, and structural fatigue failure. To address these unexpected situations, it is necessary to develop a disaster prevention system for leakages. However, tunnel leaks and their propagation characteristics within tunnels have not been studied in depth. In this study, numerical simulations were performed using the commercial software program FLOW-3D to evaluate the characteristics of the water flowing through the tunnel owing to local damages to tunnel segments. In the simulations, a representative cross-section of the SFT was modeled, and the water propagation characteristics with respect to the crack size and water depth were evaluated. The results confirmed that the crack size and water depth significantly affected the propagation characteristics of the leaks. The results of this study are expected to be used as useful data for the design of disaster prevention systems for leaks in SFT.</description><identifier>ISSN: 1226-7988</identifier><identifier>EISSN: 1976-3808</identifier><identifier>DOI: 10.1007/s12205-024-1189-y</identifier><language>eng</language><publisher>Seoul: Korean Society of Civil Engineers</publisher><subject>Anchoring ; Civil Engineering ; Damage assessment ; Disasters ; Emergency preparedness ; Engineering ; External pressure ; Fatigue failure ; Floating ; Geotechnical Engineering & Applied Earth Sciences ; Hydrostatic pressure ; Industrial Pollution Prevention ; Leaks ; Mooring lines ; Prevention ; Propagation ; Software ; Three dimensional flow ; Tunnel Engineering ; Tunnels ; Water damage ; Water depth ; Water pressure ; 토목공학</subject><ispartof>KSCE Journal of Civil Engineering, 2024, 28(11), , pp.5361-5372</ispartof><rights>Korean Society of Civil Engineers 2024</rights><rights>Korean Society of Civil Engineers 2024.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c233t-87653d6071ab31e70dc9160a5d6c868b6538717136c24f14b0d30c516981dd1c3</cites><orcidid>0000-0002-4461-5141 ; 0000-0003-0871-7455 ; 0000-0002-9809-0520 ; 0000-0002-9715-9012</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids><backlink>$$Uhttps://www.kci.go.kr/kciportal/ci/sereArticleSearch/ciSereArtiView.kci?sereArticleSearchBean.artiId=ART003127307$$DAccess content in National Research Foundation of Korea (NRF)$$Hfree_for_read</backlink></links><search><creatorcontrib>Kim, Jae-Hyun</creatorcontrib><creatorcontrib>Shim, Seungbo</creatorcontrib><creatorcontrib>Kong, Suk-Min</creatorcontrib><creatorcontrib>Lee, Seong-Won</creatorcontrib><title>Evaluation of Leakage Due to Submerged Floating Tunnel Crack and Its Propagation Characteristics</title><title>KSCE journal of civil engineering</title><addtitle>KSCE J Civ Eng</addtitle><description>The submerged floating tunnel (SFT) is a type that allows tunnel floating owing to the water buoyancy. SFTs are often subjected to high-water pressure and environmental loads, such as waves and currents, which differ from those experienced by typical underground tunnels. In these SFTs, a sudden, large water leak can occur owing to collisions with external objects (such as ships), mooring lines for anchoring, and structural fatigue failure. To address these unexpected situations, it is necessary to develop a disaster prevention system for leakages. However, tunnel leaks and their propagation characteristics within tunnels have not been studied in depth. In this study, numerical simulations were performed using the commercial software program FLOW-3D to evaluate the characteristics of the water flowing through the tunnel owing to local damages to tunnel segments. In the simulations, a representative cross-section of the SFT was modeled, and the water propagation characteristics with respect to the crack size and water depth were evaluated. The results confirmed that the crack size and water depth significantly affected the propagation characteristics of the leaks. The results of this study are expected to be used as useful data for the design of disaster prevention systems for leaks in SFT.</description><subject>Anchoring</subject><subject>Civil Engineering</subject><subject>Damage assessment</subject><subject>Disasters</subject><subject>Emergency preparedness</subject><subject>Engineering</subject><subject>External pressure</subject><subject>Fatigue failure</subject><subject>Floating</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydrostatic pressure</subject><subject>Industrial Pollution Prevention</subject><subject>Leaks</subject><subject>Mooring lines</subject><subject>Prevention</subject><subject>Propagation</subject><subject>Software</subject><subject>Three dimensional flow</subject><subject>Tunnel Engineering</subject><subject>Tunnels</subject><subject>Water damage</subject><subject>Water depth</subject><subject>Water pressure</subject><subject>토목공학</subject><issn>1226-7988</issn><issn>1976-3808</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp1kNFKwzAUhosoOOYewLuAd0I1J1mT9HLUqYOBovM6pmlau3bNTFphb29mBa_MzQmc7_84_FF0CfgGMOa3HgjBSYzJPAYQaXw4iSaQchZTgcVp-BPCYp4KcR7NvN_i8CjhgiaT6H35pdpB9bXtkC3R2qhGVQbdDQb1Fr0O-c64yhTovrUB6iq0GbrOtChzSjdIdQVa9R49O7tX1WjJPlTY9cbVvq-1v4jOStV6M_ud0-jtfrnJHuP108MqW6xjTSjtY8FZQguGOaicguG40CkwrJKCacFEHraCAwfKNJmXMM9xQbFOgKUCigI0nUbXo7dzpWx0La2qf2ZlZePk4mWzkoAZTdKEBPhqhPfOfg7G93JrB9eF-yQ9Nhi8WAQKRko7670zpdy7eqfcIYjksXg5Fi9D8fIYk4eQIWPGB7arjPsz_x_6BqGxg_w</recordid><startdate>20241101</startdate><enddate>20241101</enddate><creator>Kim, Jae-Hyun</creator><creator>Shim, Seungbo</creator><creator>Kong, Suk-Min</creator><creator>Lee, Seong-Won</creator><general>Korean Society of Civil Engineers</general><general>Springer Nature B.V</general><general>대한토목학회</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><scope>ACYCR</scope><orcidid>https://orcid.org/0000-0002-4461-5141</orcidid><orcidid>https://orcid.org/0000-0003-0871-7455</orcidid><orcidid>https://orcid.org/0000-0002-9809-0520</orcidid><orcidid>https://orcid.org/0000-0002-9715-9012</orcidid></search><sort><creationdate>20241101</creationdate><title>Evaluation of Leakage Due to Submerged Floating Tunnel Crack and Its Propagation Characteristics</title><author>Kim, Jae-Hyun ; 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source | ScienceDirect; Springer Nature |
subjects | Anchoring Civil Engineering Damage assessment Disasters Emergency preparedness Engineering External pressure Fatigue failure Floating Geotechnical Engineering & Applied Earth Sciences Hydrostatic pressure Industrial Pollution Prevention Leaks Mooring lines Prevention Propagation Software Three dimensional flow Tunnel Engineering Tunnels Water damage Water depth Water pressure 토목공학 |
title | Evaluation of Leakage Due to Submerged Floating Tunnel Crack and Its Propagation Characteristics |
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