ISSN 2096-4498

   CN 44-1745/U

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Computational Analysis of Mooring System for Transportation-Immersion Rig in Secondary Outfitting Area of Shenzhen-Zhongshan Link

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  • (1. CCCC First Harbor Engineering Co., Ltd., Tianjin 300461, China; 2. Shenzhong Link Management Center, Zhongshan 528400, Guangdong, China; 3. No.2 Engineering Co., Ltd. of CCCC First Harbor Engineering Co., Ltd., Qingdao 266071, Shandong, China)

Online published: 2022-03-15

Abstract

The immersed pipe transportation and installation ship used in Shenzhen-Zhongshan link immersed tunnel project accomplished immersed pipes connection and outfitting in the secondary outfitting area of Guishandao prefabrication plant. In severe environments such as typhoon, the immersed pipe transportation-installation rig is easy to collide with the bank wall of the secondary outfitting area. To avoid this phenomenon, the computational fluid dynamics method is used to calculate the wind and flow loads of immersed pipe transportation-installation rig, and the mooring system of immersed pipe transportationinstallation rig under the influence of typhoon environment in outfitting area is simulated using threedimensional potential flow software AQWA. Additionally, the motion response and mooring cable tension of the immersed pipe transportation-installation rig under the combined action of wind, wave, and current are calculated and analyzed in the time domain. The calculation results show that the immersed pipe transportationinstallation rig docks in the secondary outfitting area will not collide with the bank wall of the secondary outfitting area without closing the dock gate when adopting the recommended mooring system in case of typhoon of grade 10 or lower, and the dock gate should be closed to ensure the safety of windlass in case of typhoon higher than grade 10.

Cite this article

NING Jinjin, SONG Shenyou, YANG Fulin, XIA Yuanzhi, GAO Heng .

Computational Analysis of Mooring System for Transportation-Immersion Rig in Secondary Outfitting Area of Shenzhen-Zhongshan Link

[J]. Tunnel Construction, 2021 , 41(S2) : 151 -157 . DOI: 10.3973/j.issn.2096-4498.2021.S2.019

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