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51.
The aim of the Japanese-French Kaiyo 87 cruise was the study of the spreading axis in the North Fiji Basin (SW Pacific). A Seabeam and geophysical survey allowed us to define the detailed structure of the active NS spreading axis between 16° and 22° S and its relationships with the left lateral motion of the North Fiji Fracture Zone. Between 21° S and 18°10′ S, the spreading axis trends NS. From 18°10 S to 16°40 S the orientation of the spreading axis changes from NS to 015°. North of 16°40′ S the spreading axis trends 160°. These two 015° and 160° branches converge with the left lateral North Fiji fracture zone around 16°40′ S to define an RRFZ triple junction. Water sampling, dredging and photo TV deep towing give new information concerning the hydrothermal activity along the spreading axis. The discovery of hydrothermal deposits associated with living communities confirms this activity.  相似文献   
52.
High precision geoid models HKGEOID-2000 for Hong Kong and SZGEOID-2000 for Shenzhen, China, have been developed with a hybrid approach of so-called sequential processing, using high precision GPS/leveling data, land and sea gravity anomalies, and digital terrain models. These two local geoid models have the same 1-km resolution. The estimated accuracy (external accuracy) is better than 1.7 cm for HKGEOID-2000 and 1.4 cm for SZGEOID-2000. Some common areas are covered by HKGEOID-2000 and SZGEOID-2000. So these two geoid models, along with high quality GPS/leveling data collected on the overlapping areas, can be used to detect the systematic bias between HKGEOID-2000 and SZGEOID-2000, as well as the difference between Hong Kong Principal Datum and 1956 yellow sea height datum of China, yielding RMS errors of 1.011 m and 1,003 m, respectively. Moreover, HKGEOID-2000, along with GPS ellipsoidal heights, is employed to determine the errors of the “orthometric heights” from purely trigonometric heighting, yielding an RMS error of 0.102 m. The combination of SZGEOID-2000 and GPS ellipsoidal heights has been used to replace the traditional spirit leveling and mapping, called GPS mapping.  相似文献   
53.
李莉  郭希明 《海洋与湖沼》2003,34(5):541-551
利用RAPD和AFLP标记 ,以一回交家系 [(Miyagi×Hiroshima)×Miyagi]为作图群体 ,构建了太平洋牡蛎的遗传连锁图谱。用经过筛选的 3 3个RAPD引物和 1 1个AFLP引物组合 ,对父母本和 80个子代个体进行了遗传分析。共得到母本分离标记 1 93个 ,其中 1 44个符合1∶1孟德尔分离规律。父本分离标记 1 5 6个 ,其中 1 1 1个符合 1∶1孟德尔分离规律。雌性框架图包括 99个遗传标记 ,定位在 1 2个连锁群中 ,覆盖 985 2cM ,标记间平均间隔 1 1 3cM。另外有 3个三联体 ,7个连锁对 ,图谱共覆盖 1 1 6 5 7cM。雄性框架图包括 72个遗传标记 ,分布在 8个连锁群 ,覆盖 81 1cM ,标记间平均间隔 1 2 7cM。另外有 4个三联体 ,3个连锁对 ,图谱共覆盖93 1 8cM。  相似文献   
54.
在系统开展海洋区域地质调查的过程中,荷兰广泛使用了各种地球物理调查方法,并在方法选用、测线部署、资料处理和图件编制等方面有许多独到之处;对中荷两国的做法进行了系统的比较;对今后在我国海洋区域地质调查中如何开展地球物理调查工作提出了建议。  相似文献   
55.
东海陆架外缘隆起带地质构造特征   总被引:1,自引:0,他引:1  
根据地质、地球物理及钻探资料,结合周边区域地质资料,论证东海外缘隆起带前中中新世基底岩系组成及地质构造特征。  相似文献   
56.
以 CG2 0潜山为例 ,从建立地质模型入手 ,包括地层模型、构造模型、储集模型、储盖组合模型、速度模型等 ,认识到各套地层分布和储层物性的差异均与地震响应密切相关 ,因此可以利用地震波的信息 ,预测潜山储层的发育及分布情况。在对 CG2 0潜山进行精细全三维构造解释的基础上 ,探讨性地应用了测井约束反演、吸收系数、相干分析及三维模式识别等技术 ,对潜山储层进行了预测 ,从而提高了潜山勘探的效益 ,并为类似断阶型潜山带的勘探提供了成功的经验 ,具有一定的指导意义。  相似文献   
57.
Circular to elliptical mounds in the Canary Channel with reliefs of 75 to 375 m and diameters of 4 to 8 km partially surrounded by moats with reliefs of 25 to 75 m, were formed by piercement of the seafloor by Mesozoic evaporites. Several long gullies, < 1km wide, with abrupt terminations and pockmarks associated with these mounds were probably eroded by dense brine and hydrocarbon seeps. The salt brines that eroded the gullies were formed where salt diapirs intersect the seafloor, or in the subsurface by circulating ground water heated by igneous activity along the Canary Ridge. If the brines originated in the subsurface they reached the seafloor along faults. Displacement of the surficial sediments by sliding and creep is probably the result of the expulsion of hydrocarbons and/or vertical motion of the Mesozoic evaporites. Microtopographic features along or near the east flank of the Canary Ridge are the creation of uplift of the ridge, hydrothermal activity, mass wasting processes and turbidity currents.  相似文献   
58.
一类广义Sine-Gordon方程的概周期解   总被引:4,自引:0,他引:4  
用最大值原理和Banach压缩映像原理研究一类广义Sine-Gordon方程的概周期解问题,证明概周期解的存在‖u‖L∞<π2中的唯一性。  相似文献   
59.
This special issue of Marine Geophysical Researches presents five papers dealing with GEBCO, the General Bathymetric Chart of the Oceans, which celebrated its Centennial in April 2003, hosted by the International Hydrographic Bureau and the Principality of Monaco. Over the past 103 years GEBCO has been the sole body dedicated to compiling all available data to produce standardized maps of the oceans and seas covering 71% of planet Earth. Over time GEBCO has undergone a complete transformation as sparse 500 m contours on paper charts were replaced by digital grids with ever-increasing resolution. The 2003 Centennial saw the release on two CDROMS with the first global 1′ grid, produced by methods unheard of in 1984, when GEBCO’s last 6th Edition paper chart set was published. In GEBCO’s second century, the thrust is towards global grids that will capture the resolutions available with evolving deep-water swath mapping technologies, as well as vast improvement in the details of the shallow continental shelves that have traditionally been the preserve of the hydrographic community. As little more than 10% of the oceans have been mapped to the desired level of detail, there is much to be done. However refinements in satellite altimetry appear to offer an interim stop-gap as more multi-beam sonars ply the oceans and as the littoral countries of the world map their adjacent marine areas for submission under Article 76 of UNCLOS (United Nations, 1983, 1999). In addition GEBCO is becoming increasingly proactive, with outreach to the public via the internet and a new GEBCO Map of the World, active data-scrounging, and encouraging development of the first drifting buoys for acquiring data in the inaccessible areas of the Antarctic, SW Pacific, and Arctic Oceans.  相似文献   
60.
山东全新世滨海软土与工程地质灾害的研究   总被引:2,自引:0,他引:2  
山东全新世滨海软土分布在海湾、泻湖、河口区,厚度1-10m。海湾、泻湖软土为淤泥、淤泥质土,陆源物质供应丰富的浅水区,软土颗粒偏粗,强度相对较高,触变性对建筑物危害性大,陆源物质供应少的深水区,软土颗粒偏细,低强度、高压缩性、沉降变形大和蠕变性是危及建筑物稳定的主要因素。海湾、泻湖软土位于地下水位下,具低透水性,掩埋后短期不易排水固结,软土下为强度较高的冲积物,对一般建筑物,利用强夯、粉喷搅拌桩、  相似文献   
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