利用ITS 基因研究徐闻滨珊瑚的系统发生关系

分别研究了徐闻3种滨珊瑚的ITS1和ITS2基因的碱基组成和G+C含量,并和已上传至Genbank上的其他9种滨珊瑚的ITS序列进行比较,研究了徐闻3种滨珊瑚的系统发生关系.序列分析结果显示,3种滨珊瑚的ITS1的长度为205 bp～209 bp,G+C含量为37.6％～45.5％,ITS2的长度为192 bp～226 bp,G+C含量为45.1％～50.7％,利用MEGA4.1软件计算滨珊瑚属基于ITS1和ITS2基因的平均遗传距离分别为0.097和0.200.基于ITS1和ITS2的NJ系统进化树都显示出,灰黑滨珊瑚位于进化树的基部,是原始的类群,普格滨珊瑚是进化类群,澄黄滨珊瑚是过渡类群.     

广东近岸海湾表层沉积物的稀土元素特征及其物源示踪

本文对广东省近岸10个典型海湾的表层沉积物进行了系统的稀土元素(rare earth elements,REE)测试和分析,以期发现沉积物的物源组成特征及其控制因素。研究结果表明,同一海湾内沉积物的稀土丰度差异不明显,但不同海湾之间具有一定的差别(133.58—251.77mg.kg 1)。球粒陨石标准化配分曲线表现出轻稀土(La到Eu)富集、重稀土(Gd到Lu)亏损、δEu负异常等典型的陆源沉积物特征;PAAS(Post-Archean Australian Shale)标准化配分模式显示出明显的中稀土(Sm到Ho)富集特征,与已报道的国内河流沉积物REE特征相似。海湾沉积物与入海河流沉积物及流域内的原岩组成特征的比较说明,后者对海湾沉积物的控制作用明显。REE配分曲线的一致性和中稀土富集特征表明海湾沉积物主要来自汇入海湾的山溪及河流输入的沉积物。     

法向承力锚拖曳安装过程的整体模拟

法向承力锚(Vertically Loaded Plate Anchor,VLA)是一种适用于深水的新型系泊基础,它的拖曳安装过程直接决定了其系泊定位的精度和锚体的最终承载能力。综合考虑VLA锚体、锚泊线和上部船体的运动,建立了一种新的准静力整体分析模型。模型包括不断贯入海床的锚体、锚泊线(土中反悬链段和水中悬链段)和安装船体三部分,针对确定的锚泊线长度,安装船运动张紧锚泊线进行安装的过程,计算了此过程中锚体的运动轨迹、锚泊线形态和作用在船体上的锚泊线张力矢量的变化,重点分析了不同抛链长度和海床土体的参数对安装过程控制的影响,发现链长与水深之比达到5时,接近极限贯入深度。     

南海北部晚第四纪颗石藻生产力变化及其影响因素

通过对南海北部MD05-2904岩心进行有机地球化学分析,以长链不饱和烯酮作为颗石藻生产力的替代性指标,讨论颗石藻生产力的变化及其影响因素。结果显示,260ka以来,颗石藻生产力有着明显的冰期/间冰期变化:冰期高,间冰期低;冰阶高,间冰阶低;在轨道尺度上岁差周期明显,反映出太阳辐射、东亚季风对颗石藻生产力在长期尺度上起调控作用;而由于特殊的地理位置,河流输送的营养盐对本区海洋初级生产力的影响可能也较大;与前人研究结果一致,同时认为,在地质历史上沉积速率变化大的区域,对生物标记物的含量和堆积速率的对比讨论,更有利于反映生产力的变化。     

琼东南盆地华光凹陷构造特征及沉积充填

南海北部大陆边缘发育多个新生代含油气盆地。近年来,在南海北部珠江口盆地南部深水区陆续发现大中型气藏,证实了该区油气地质条件优越。琼东南盆地南部深水区与珠江口盆地深水区具有相似的构造沉积演化史,油气地质条件相似,具有形成大中型油气藏的地质条件,因此十分有必要开展该区的构造特征及沉积充填研究。基于近年来新采集的高精度地震资料,对华光凹陷构造特征进行详细分析,认为区内发育4种伸展构造样式,分别是地堑、半地堑、多米诺式半地堑和地垒;经历两个构造演化阶段,形成"下断上拗"的双层结构特征,相应发育两个期次的正断层。下构造层古近系受裂陷作用控制,断层发育,地层分布受断裂控制明显,上构造层新近系-第四系构造活动微弱,断层不发育,地层变形小且沉积厚度趋于稳定。华光凹陷古近系为河湖相-海陆过渡相沉积,其中下渐新统崖城组煤系地层是琼东南盆地勘探证实的主要烃源岩层系,上渐新统陵水组是主要储层发育时期,新近系-第四系为浅海-半深海-深海相沉积,其中中新统储层发育,上中新统及以上海相泥岩是良好的盖层。因此,华光凹陷具有良好的生储盖组合。     

南海南部SA09-040孔孢粉记录及古气候

依据南海低纬地区SA09-040孔高分辨率的孢粉记录,自下至上划分了4个孢粉组合带。从孢粉成分的变化,重建了22.25ka B P以来的植被与气候变化历史。结果表明:孢粉主要来源于婆罗洲和周围岛屿,孢粉1带(22.25～16.6ka B P),低山雨林植被发育,为暖热气候,从测年时间看,当时为末次冰期晚期。孢粉2带(16.6～10.82ka B P,为末次冰消期),植被以热带低山雨林和低地雨林为主,针叶的松数量较多,当时的气温比现在低。孢粉3带(全新世早期,10.82～6.43ka B P),植被以热带低山雨林和低地雨林为主,针叶松属数量减少,气温比前期升高,海平面也上升。孢粉4带(全新世中晚期,6.43ka B P至今),全新世中期为炎热、湿润的气候环境,全新世晚期可能与婆罗洲现今的植被景观相近,为热、湿的气候环境。     

从正反两个角度探讨摆式波力电站的吸能机制

本文主要论述了摆式波力电站的吸能机制,提出了吸能原理,从力和作功的角度探讨了吸能的实质,分析比较了几种摆板运动方程形式之间的联系和区别。给出了波能转换效率的定义,并进一步分析了波能转换效率的组成和性质。     

连云港核电站厂址海域1939年风暴潮水位的确定

在新建滨海工程时往往遇到历史上的最高潮位资料不详,不满足设计计算的需求,这就需要通过现场调查找到当年大潮的蛛丝马迹来反算当年的潮高,而这一方法又往往由于高潮发生的年代久远,证据混乱,互相矛盾而造成结论不可信。用数学手段对工程海域历史上的大潮过程进行模拟,从而确认调查结论的可信程度是解决上述问题的一个有效的手段。本文是一个成功运用上述方法确定历史最高水位实例。     

Prediction methods of spudcan penetration for jack-up units

Jack-up units are extensively playing a successful role in drilling engineering around the world, and their safety and efficiency take more and more attraction in both research and engineering practice. An accurate prediction of the spudcan penetration depth is quite instrumental in deciding on whether a jack-up unit is feasible to operate at the site. The prediction of a too large penetration depth may lead to the hesitation or even rejection of a site due to potential difficulties in the subsequent extraction process; the same is true of a too small depth prediction due to the problem of possible instability during operation. However, a deviation between predictive results and final field data usually exists, especially when a strong-over-soft soil is included in the strata. The ultimate decision sometimes to a great extent depends on the practical experience, not the predictive results given by the guideline. It is somewhat risky, but no choice. Therefore, a feasible predictive method for the spudcan penetration depth, especially in strata with strong-over-soft soil profile, is urgently needed by the jack-up industry. In view of this, a comprehensive investigation on methods of predicting spudcan penetration is executed. For types of different soil profiles, predictive methods for spudcan penetration depth are proposed, and the corresponding experiment is also conducted to validate these methods. In addition, to further verify the feasibility of the proposed methods, a practical engineering case encountered in the South China Sea is also presented, and the corresponding numerical and experimental results are also presented and discussed.     

Mitigation of Ice-Induced Vibrations for Offshore Platforms Using Tuned Mass Damper

The problems of ice-induced vibration have been noticed and concerned since the 1960s, but it has not been well resolved. One reason is that the dynamic interaction between ice and structure is so complicated that practical ice force model has not been developed. The recent full-scale tests conducted on jacket platforms in the Bohai Sea presented that ice could cause intense vibrations which endanger the facilities on the deck and make discomfort for the crew. In this paper, the strategy of mitigation of ice-induced offshore structure vibration is discussed. Based on field observations and understanding of the interaction between ice and structure, the absorption mitigation method to suppress ice-induced vibration is presented. The numerical simulations were conducted for a simplified model of platform attached with a Tuned Mass Danlper （TMD） under ice force function and ice force time history. The simulation results show that TMD can fa- vorably reduce ice-induced vibrations, therefore, it can be considered to be an alternative approach to utilize. Finally, the application possibilities of utilizing TMDs on other miniature offshore structures in ice-covered areas of marginal oil fields are discussed.