振动系统的逆与优化问题(Part-Ⅱ)部分边界值再构内部场(I)理论(英文)     

于承建  王宁 《中国海洋大学学报(自然科学版)》2000,(2)

研究由一振动体的部分边界测量数据再构振动体内部场的逆问题。提出基于偏微分方程控制方法的一种算法 ,并证明原用于处理散射问题的 Null- field method可用来求解优化问题的随伴问题。  相似文献   

Modal Wave Number Tomography for South China Sea Front   总被引：10，自引：0，他引：10  

彭临慧  王宁  邱晓芳  田纪伟 《中国海洋工程》2003,17(2)

1 .IntroductionTheSouthChinaSealiestothesoutheastpartoftheChinesecontinent.TheKuroshioflowsbytheeastsideoftheLuzonStraitfromsouthtonorthinwinter ,spring ,andautumn .TheKuroshioaf fectsnearcurrentfieldsandtemperaturefields,changingtheoceanenvironmentparametersandsoundpropagation .Thus ,theoceanacoustictomographytechniqueisofpotentialtolong term ,largescalemonitoringoftheocean .Themodalwavenumbertomographymethod (Rajanetal.,1 987;Frisketal.,1 989)isusedtoobtainthesoundspeedprofileinwatercol…  相似文献   

论地壳构造运动     

谢庆道  张大可 《海洋学报》1980,2(3):79-89

地壳构造运动的基本问题,是探讨它的动力原因和运动方式。本文将整个地球看成是由本体(指不包括表面液态水的地球主体部分)及水体(指大洋液态水)两个独立的组成部分相结合构成的。整个地球(包括本体及水体在内)具有总质心。而本体及水体两部分都分别具有各自的质心,本文中称它们为“次级质心”。根据空间质点系质心原有的运动状态不能随意改变的原理,我们提出一种看法,认为地球总质心的原有运动状态是不能任意改变的,而地壳构造运动的基本动力是由地球本体及大洋水体两部分的次级质心复位运动所产生的,并因此而决定了地壳的运动方式。这一看法不一定成熟,它能否更合理地解释地壳构造运动的复杂现象问题,现提出来供大家讨论。  相似文献   

莱州湾地区10万年以来沉积环境变化   总被引：11，自引：0，他引：11  

彭子成  韩有松 《地质论评》1992,38(4):360-367

本文用热释光测年和地球化学标志法研究了莱州湾地区沉积环境的变化。石英的375℃热释光峰作为测年基础。岩芯样品的测定结果、反映了自全新世(1.2万年)至晚更新世(11万年)地层的年代特点。实验中来用了Sr/Ba、Rb、Mn/Fe和CaO作为地球化学标志,所得数据经Sheppard方程和Fisher判别处理。在得到的沉积环境变化曲线和大洋δ~(18)O曲线对比中可以看出,本区在十万年以来出现过三次海陆相地层变化序列,其中在距今11—7万年和深度为43.5—60m处,在距今4.6—2.1万年和深度为23—35m处,以及在距今1.1—0.6万年和深度为8—11m处出现过三次海相地层,分别与沧州、献县和黄骅海侵事件相应,并同时受到全球气候变化的控制。  相似文献   

The Coastal Zone Loess of the Liaodong Peninsula, Liaoning Province     

Li Peiying  Cheng Zhenbo  Lu Houyuan  Liu Guohai First Institute of Oceanography  SOA  Qingdao  Shandong Liaoning Teachers University  Dalian  Liaoning Liu Linqun 《《地质学报》英文版》1992,66(3):311-325

This Paper discusses the origin of the Coastal Zone Loess on the Liaodong Peninsula, Liaoning Province.The loess is composed mainly of proximal materials transported by low-altitude air flow and less commonly ofinland distal materials carried by high-altitude air flow. The main provenance is the Liaodong Bay. When thesea level declined during glacial period, the bottoms of the Liaodong Bay and Bohai Sea emerged, wheredesertization occurred. As a result, submarine sediments were transported by strong northwesterly winds to theeastern coastal zone of the peninsula and deposited there. These materials mixed with the windblown dust car-ried by atmospheric circulation from the interior of the continent, forming the loess.  相似文献   

冲绳海槽宫古段中央地堑的形态与分布   总被引：3，自引：0，他引：3  

栾锡武  高金耀  梁瑞才  秦蕴珊 《地质学报》2006,80(8):1149-1156

采用中国科学院海洋研究所“科学1号”调查船及国家海洋局“向阳红9号”调查船最近几年在冲绳海槽宫古段进行海底地形及反射地震调查所取得的数据,首次详细展示了冲绳海槽宫古段南北长约200km区域内中央地堑的形态及空间展布特征。本文给出的成果大大加深了关于冲绳海槽中央地堑各种变化的认识。指出,按照形态,中央地堑分为U型、V型和半地堑三种。其中大部分中央地堑为U型地堑。地堑的深度40～250m,宽度6～14km,长度17～33km。冲绳海槽宫古段的最大水深为2244.4m,位于中央地堑城阳段北端底部靠东的一侧(125°19.3′E,25°49.8′N)。本研究区的中央地堑可分为断续的9段,从东北向西南大致呈右旋雁行排列。但黄岛段相对于崂山段,城阳段相对于莱西段,李仓段相对于城阳段又稍微向西偏出,呈现为左旋雁行排列。地堑的走向一般为N60°E左右,相对于冲绳海槽的走向更偏向于东西方向,偏角在15°左右。各段中央地堑是被NW向断裂错开的。这些断裂在海底表现为明显的海底断崖地貌和陡沟地貌,在地震剖面上表现为明显的地层错位,其错位的幅度往往老地层比新地层要大。根据地震剖面分析,这些NW向的断裂应该是走滑性质的。本文展示的中央地堑在形态上和空间展布形式上都和扩张洋脊类似。莱西段和城阳段中央地堑之间重叠地堑,在形式上也类似于扩张洋脊的重叠扩张中心。从地堑深度较浅并发育重叠地堑来分析,冲绳海槽的扩张速率应当介于慢速扩张和中速扩张之间。本研究区莱西段、即墨段和平度段海底地形相对较高,中央地堑深度变浅,并发育重叠中央地堑,应该相当于快速扩张大洋中脊的轴高,可能是正在孕育岩浆活动的位置。目前我们所观测到的中央地堑的错断和有规律的排列说明海槽的主体演化过程已经在拉张盆地和断陷盆地的基础上上升到一个更高的阶段。本文根据中央地堑的展布形式、重叠中央地堑,及其两侧中央地堑中的海底山推测此区域海底扩张可能正在进行。  相似文献   

测井数据滑动窗关联维计算和沉积学分析     

余继峰  李增学  刘华  王玉林  孙厚敏 《地质通报》2006,(Z2)

应用滑动窗关联维计算方法对鲁北济阳坳陷某钻井剖面石炭系—二叠系陆表海沉积层段GR测井响应数据进行了分形维数计算,结果表明海侵体系域关联维数一般较小,且维数曲线振荡变化较弱,而高水位体系域则相反。这与海侵体系域形成时海平面上升的主控因素压制或掩盖了其他因素的显现有关,同时也证明测井序列分形分析能从另一个新的视角观察识别测井序列中所包含的地质信息。随着分形方法应用研究的不断开展,必将从测井数据中挖掘出更多的有用信息,指导油气等资源勘探与开发,丰富及完善测井地质学理论。相信将来分形会成为地质数据分析的标准工具。  相似文献   

Mechanism and Modes of Microbial Minerogenesis of Polymetallic Nodules on the Ocean Floor   总被引：2，自引：0，他引：2  

YAN Baorui ZHANG Xigen  LIANG Dehu  XU Dongyu  LIU Yifen  ZHANG Wei Institute of Hydro geology  Engineering Geology  MGMR  Shigang Street  Shijiazhuang  Hebei Guangzhou Marine Geological Survey  MGMR  Guangzhou Institute of Marine Geology  MGMR  P. O. Box  Qingdao  Shandong 《《地质学报》英文版》1998,72(3):282-290

This paper presents a quantitative analysis of the relations of the occurrence of polymetallic nodules with the geochemical actions of microbes in the seawater, pore water and sediments at the bottom of the eastern Pacific Ocean basin. Emphasis is laid on the relations of the activity intensity and biochemical transformation rate of aerobic bacteria (iron bacteria, Thiobacillus thioparus, halobacteria and manganese-oxidizing bacteria) and anaerobic bacteria (sulphate-reducing bacteria, denitrifying bacteria, Thiobacillus denitrificans) with mineralization. The experimental research on the migration and accumulation of ore-forming elements caused by microbial and chemical actions shows that the microbes have changed the conditions of oxidation and reduction in the system, and their effect on the element precipitation is much stronger than the chemical actions and accelerates the enrichment of Fe and Mn. It demonstrates that the microbes can change the environment to promote the accumulation of ore-formin  相似文献   

Complementary Notes on a ‘Well-known’ Marine Heterotrichous Ciliate, Folliculinopsis producta (Wright, 1859) Frauré-Fremiet, 1936 (Protozoa, Ciliophora)     

JI Daode  LIN Xiaofeng  SONG Weibo Laboratory of Protozoology  Key Laboratory of Mariculture  Ocean University of China  Qingdao  P..R.China 《中国海洋大学学报(英文版)》2004,(1)

1　Introduction　Folliculina likeciliatesarecommonlyfoundinlit toralzonesandareeasilyrecognizedbytheirlargesi zesandspecialstructures (i.e.vase shapedloricaandperistomiallobe) .Tillnow ,dozensofspecieshavebeenreportedworldwide (Kahl,1 932 ;Faur啨Fremiet,1…  相似文献   

Comparative Analysis of Seismic Response Characteristics of Pile-Soil-Stnicture Interaction System     

KONG Desen  LUAN Maotian  and WANG Weiming School of Civil Engineering  Harbin Institute of Technology  Harbin  P.R.China School of Civil  Architectural Engineering  Shandong University of Science  Technology  Qingdao  P.R.China Institute of Geotechnical Engineering  Dalian University of Technology  Dalian  P.R.China 《中国海洋大学学报(英文版)》2006,(1)

The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures.  相似文献