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PDF(8298 KB)
PDF(8298 KB)
大型沉管快速浮运姿态响应研究
Posture response study of large submerged tubes in fast floating transportation
大型沉管外海长距离快速浮运技术应用于深中通道项目,该项目使用运输安装一体船对质量为80 000 t的大型沉管进行长距离快速浮运,解决了外海沉管隧道建设沉管浮运的关键问题。该文对沉管浮运姿态进行了实测,发现沉管的姿态响应出现明显的纵倾(艏埋)现象,并研究了沉管纵倾角与航速的关系。该文通过建立沉管浮运水动力学模型,分析了沉管出现纵倾现象的机理,研究结果表明:沉管的纵倾现象与沉管艏部形成的绕流有关,沉管艏部的绕流场降低了艏端底部的动压力,从而形成艏倾的旋转力矩。
Objective: Traditional methods for floating and transporting immersed tunnel elements at sea often involve the use of tugboats for towing. This approach results in the vessel and the tunnel element moving independently, making it difficult to control the attitude of the immersed tube and leading to low navigation speeds. The Shenzhen-Zhongshan Bridge project in China, however, utilized an integrated vessel for the transportation and installation of immersed tubes. This specialized construction boat combines the operations of floating, positioning, immersion, and installation of tunnel elements. The integrated vessel measures 190.40 m in length, 75.00 m in beam, 14.70 m in depth, and 23 200 t in weight. It is equipped with two main propulsion systems, each capable of delivering 9 280 kW and eight side thrusters ranging from 2 600 to 3 000 kW. The integrated vessel, connected rigidly to the immersed tube through supports and cables, demonstrated rapid floating capabilities in the Shenzhen-Zhongshan Bridge project, achieving a maximum navigation speed of 5.8 kn and covering a 47.0 km floating route in just 7-8 h. While this high-speed floating navigation enhances operational efficiency, the safety of both the vessel and the transported elements during floating remains a significant concern. A notable issue observed is the synchronization of the attitude between the element and the vessel. During acceleration, a relatively significant longitudinal tilt occurs, necessitating in-depth analysis to understand the hydrodynamic mechanisms behind this trim occurrence during high-speed floating of oversized immersed tubes, as well as to assess the impact of sustained trim on the safety of floating navigation and the loss of propulsion efficiency for the vessel. Methods: This paper presents a theoretical analysis comparing the resistance distributions of immersed tunnel elements in calm water with those under navigation at specific speeds. In situ measurements were conducted to observe attitude changes during the floating process. A numerical model describing the floating condition of a single tube element was developed using FLOW-3D software to analyze the resistance distributions and attitude changes at approximately 4.0 kn. Additionally, a comprehensive numerical model of the vessel-tube connection was established using computational fluid dynamics methods, with a scaling ratio of 1∶40 for model-scale simulations. These models simulated the flow field changes around the integrated vessel and the immersed tube at navigation speeds of 4.0 and 6.0 kn. Results: Through theoretical analysis, in situ measurements, and numerical simulations, the following conclusions were drawn: (1) The geometric shape of the immersed tube, which was a nonstreamlined rectangular box, resulted in significantly greater end face (bow face) resistance than streamlined vessels. This end face resistance was the main component of the navigation resistance for the immersed tube. (2) At certain navigation speeds, a downward flow field formed by the water at the bottom of the bow end was identified as the primary cause of the bow-down tilt of the immersed tube. This vertical flow field decreased the water pressure in the area near the bow end, leading to a significant trim phenomenon. (3) The total frictional resistance caused by the viscosity of water was found to be only approximately 1.50% of the total resistance, making its impact almost negligible. Conclusions: Measurements of the integrated vessel's attitude during the rapid floating of immersed tubes indicate a significant longitudinal tilt. A relationship between the trim angle and navigation speed is established through these measurements. By combining numerical and theoretical analysis methods, it is possible to analyze the state of the flow field around the immersed tube under high-speed floating conditions. The analysis suggests that the longitudinal tilt of the immersed tube is related to the flow field formed at the bow of the immersed tube, which reduces the dynamic pressure at the bottom of the bow end. This reduction in pressure generates a rotational moment in the bow tilting of the immersed tube.
大型沉管 / 快速浮运 / 姿态响应 / 运输安装一体船 / 纵倾现象
large submerged tubes / fast floating transportation / posture response / integrated barge for transportation and installation / longitudinal tilt
| 1 |
陈韶章, 陈越. 沉管隧道设计与施工[M]. 北京: 科学出版社, 2002.
|
| 2 |
冯海暴. 沉管浮运阻力系数的影响因子与取值分析研究[J]. 船舶力学, 2019, 23 (7): 763- 772.
|
| 3 |
|
| 4 |
宿发强. 超大型沉管浮运的风险管控[J]. 中国港湾建设, 2015, 35 (7): 1- 3.
|
| 5 |
尹海卿. 港珠澳大桥岛隧工程设计施工关键技术[J]. 隧道建设, 2014, 34 (1): 60- 66.
|
| 6 |
SUN J W, XIAO D L. Study on risk management of floating transportation and installation operation of immersed tunnel based on Shenzhong Link[C]// 2019 5th International Conference on Transportation Information and Safety. Liverpool, UK: IEEE, 2019: 266-270.
|
| 7 |
|
| 8 |
胡勇前, 吴刚, 杨海涛. 复杂工况下沉管管节浮运阻力的模型试验研究[J]. 地下空间与工程学报, 2013, 9 (S1): 1620- 1625.
|
| 9 |
朱升, 毛军, 郗艳红, 等. 沉管隧道浮运水动力学性能的数值分析[J]. 北京交通大学学报, 2010, 34 (1): 25- 29.
|
| 10 |
朱建国, 伦灿章. 大型管节浮运关键技术分析[J]. 船海工程, 2016, 45 (5): 157- 160.
|
| 11 |
高卫平. 沉管隧道浮运与沉放阶段受力性态研究[D]. 上海: 同济大学, 2004.
GAO W P. Research on the mechanical behavior of immersed tunnel elements during floating and immersion stages[D]. Shanghai: Tongji University, 2004. (in Chinese)
|
| 12 |
吕卫清, 吴卫国, 苏林王, 等. 港珠澳大桥沉管隧道长大管节水动力性能试验研究[J]. 土木工程学报, 2014, 47 (3): 138- 144.
|
| 13 |
|
/
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|
〉 |