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海洋油气开采张力腿平台的水动力性能
引用本文:郭霆,秦洪德,李晓勇,王翀.海洋油气开采张力腿平台的水动力性能[J].科技导报(北京),2016,34(18):251-257.
作者姓名:郭霆  秦洪德  李晓勇  王翀
作者单位:1. 哈尔滨工程大学船舶工程学院, 哈尔滨 150001;
2. 中国明阳风电集团有限公司, 中山 528400
基金项目:国家自然科学基金项目(51009037)
摘    要: 基于三维势流理论,在API风谱及JONSWAP波浪谱环境条件下,通过计算分析,研究了海洋油气开采张力腿平台的水动力性能。结果表明,张力腿平台的水平面外运动受到的波浪载荷,随着波浪频率的增大呈现快速下降趋势;垂荡、横摇及纵摇运动响应在波浪频率为0.4 rad/s时达到峰值,且垂荡运动位移不超过工作水深的5%,摇角不超过5°,体现了张力腿平台半刚性的运动特点;二阶差频波浪载荷作用于张力腿平台的y方向力约为x方向力的4倍,与一阶波浪载荷相比,二阶差频波浪载荷相对较小,但对张力腿平台的水平面内运动影响不容忽视。

关 键 词:海洋油气开采张力腿平台  一阶波浪载荷  一阶运动响应  二阶差频波浪载荷  
收稿时间:2015-09-30

Hydrodynamic performance research of offshore oil and gas exploitation TLP
GUO Ting,QIN Hongde,LI Xiaoyong,WANG Chong.Hydrodynamic performance research of offshore oil and gas exploitation TLP[J].Science & Technology Review,2016,34(18):251-257.
Authors:GUO Ting  QIN Hongde  LI Xiaoyong  WANG Chong
Institution:1. Colloge of Shipbuilding Engineering, Harbin Engineering University, Harbin 150001, China;
2. China Mingyang Wind Power Group Limited, Zhongshan 528400, China
Abstract:The offshore oil and gas exploitation TLP's hydrodynamic performance is computed, and analyzed by using 3-D potential theory, API of wind and JONSWAP of wave in terms of hydrodynamic coefficients, 1st-order wave load, 1st-order motion response and 2ndorder difference frequency wave load. The results indicate that the 1st-order wave load on TLP of the out-of-plane presents a rapid decreasing trend with the increase of wave frequency. Heave/roll/pitch reach their peaks at the wave frequency 0.4 rad/s, the heave displacement is no more than 5% of water depth and the roll angle less than 5°. It is shown that TLP can effectively avoid wave/wind frequency concentrated areas, and safely work in variety of sea conditions. The 2nd-order difference frequency wave load in the y direction is about 4 times as large as the force in the x direction. Compared with the 1st-order wave loads, the 2nd-order difference frequency wave load is relatively small, but the damage for TLP can not be ignored.
Keywords:offshore oil and gas exploitation tension leg platform (TLP)  1st-order wave load  1st-order motion response  2nd-order difference frequency wave load  
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