秋季东海黑潮锋面涡旋的特点     

郑义芳  黄卫民 《海洋科学进展》1994,(3)

本文根据１９８８年１０月２０～２４日“向阳红０９号”调查船在奄美大岛以西海区进行调查时，在陆架斜坡上的表均温层的底部，即５０ｍ附近的深层上，出现一个黑潮锋面涡。不论在平面上形成的特点，还是在断面上水系配置的形式，它与春季黑潮锋面涡的特征极为相似。说明秋季东海同样存在陆架水与黑潮水在水平方向交换与混合。  相似文献   

雷州半岛英峰岭剖面多期红土矿物学特征初步研究   总被引：3，自引：0，他引：3  

文国高  文启忠  朱照宇  徐义芳 《矿物岩石地球化学通报》1997,(3)

雷州半岛英峰岭剖面多期红土矿物学特征初步研究＊文国高文启忠朱照宇徐义芳（中国科学院广州地球化学研究所，广州５１０６４０）关键词多期红土矿物学红土化雷州半岛我国南方热带－亚热带广泛发育的红土（包括红色风化壳和红色古土壤），记录了形成过程环境变迁的重要信...  相似文献   

从等值线图形获取DAT和GRD格式的数据文件   总被引：2，自引：0，他引：2  

王宜芳 《现代测绘》2004,27(2):45-46

在盆地模拟研究工作中，需要处理大量的地质数据和地质图件，一方面，随时需要把各种数据变为可视的图形；另一方面，还时常需要从图形中得到研究中所必需的数据，例如，由构造图得到研究区域的深度数据文件。本文介绍一种从等值线图形获取DAT格式和网格化GRD格式的数据文件的方法。  相似文献   

Mineralogy and geochemistry of granitoids from Kinnaur region,Himachal Higher Himalaya,India: Implication on the nature of felsic magmatism in the collision tectonics     

Brajesh Singh  Santosh Kumar  Masao Ban  Kazuo Nakashima 《Journal of Earth System Science》2016,125(7):1329-1352

Felsic magmatism in the southern part of Himachal Higher Himalaya is constituted by Neoproterozoic granite gneiss (GGn), Early Palaeozoic granitoids (EPG) and Tertiary tourmaline-bearing leucogranite (TLg). Magnetic susceptibility values (<3 ×10^?3 SI), molar Al₂ O ₃/(CaO + Na₂ O + K ₂O) (≥1.1), mineral assemblage (bt–ms–pl–kf–qtz ± tur ± ap), and the presence of normative corundum relate these granitoids to peraluminous S-type, ilmenite series (reduced type) granites formed in a syncollisional tectonic setting. Plagioclase from GGn (An₁₀–An₃₁) and EPG (An₁₅–An₃₃) represents oligoclase to andesine and TLg (An₂–An₁₅) represents albite to oligoclase, whereas compositional ranges of K-feldspar are more-or-less similar (Or₈₈ to Or₉₅ in GGn, Or₈₆ to Or₉₇ in EPG and Or₈₇ to Or₉₄ in TLg). Biotites in GGn (Mg/Mg + Fe^t= 0.34–0.45), EPG (Mg/Mg + Fe^t= 0.27–0.47), and TLg (Mg/Mg + Fe^t= 0.25–0.30) are ferribiotites enriched in siderophyllite, which stabilised between FMQ and HM buffers and are characterised by dominant 3Fe\(\rightleftharpoons \)2Al, 3Mg\(\rightleftharpoons \)2Al substitutions typical of peraluminous (S-type), reducing felsic melts. Muscovite in GGn (Mg/Mg + Fe^t=0.58–0.66), EPG (Mg/Mg + Fe^t=0.31?0.59), and TLg (Mg/Mg + Fe^t=0.29–0.42) represent celadonite and paragonite solid solutions, and the tourmaline from EPG and TLg belongs to the schorl-elbaite series, which are characteristics of peraluminous, Li-poor, biotite-tourmaline granites. Geochemical features reveal that the GGn and EPG precursor melts were most likely derived from melting of biotite-rich metapelite and metagraywacke sources, whereas TLg melt appears to have formed from biotite-muscovite rich metapelite and metagraywacke sources. Major and trace elements modelling suggest that the GGn, EPG and TLg parental melts have experienced low degrees (～13, ～17 and ～13%, respectively) of kf–pl–bt fractionation, respectively, subsequent to partial melting. The GGn and EPG melts are the results of a pre-Himalayan, syn-collisional Pan-African felsic magmatic event, whereas the TLg is a magmatic product of Himalayan collision tectonics.  相似文献   

A direction-dependent shear strength criterion for rock joints with two new roughness parameters     

Liren Ban  Chengzhi Qi  Chunsheng Lu 《Arabian Journal of Geosciences》2018,11(16):466

The surface morphology of a rock joint is closely related to its mechanical properties. To reasonably characterize a rock surface, two new roughness parameters were proposed in this paper. One is related to the average slope angle of asperities that contribute to the shear strength, and the other reflects the frictional behavior of asperities that is defined as the maximum possible contact area in the shear direction. Taking the standard joint roughness coefficient profiles as example, these two roughness parameters can be applied to describe the directional characteristics of shear strength. Based on their relationships with initial dilation angles, the proposed roughness parameters were incorporated into a peak shear strength criterion. It is shown that the predicted peak shear strength is consistent with experimental data, and there is a power–law relationship. The application range of new roughness parameters was determined, which may facilitate a measurement process.  相似文献   

A PRELIMINARY ANALYSIS ON THE CHARACTERISTICS OF THE KUROSHIO FRONTAL EDDY IN THE EAST CHINA SEA IN SPRING   总被引：3，自引：0，他引：3  

郑义芳  黄卫民  Nakamura Yasuaki 《中国海洋湖沼学报》1993,11(3):276-284

The Kuroshi'o front eddy's surface and sectional isothermal distribution characteristics were analyzed on the basis of observation data obtained in April 13-16 of 1989 in the East China Sea. It was found from the similarity between these isothermal distributions with those in January and beginning of June for the years 1986-1990 that the Kuroshio front eddy often occurred from March to the beginning of June. The Kuroshio front eddy movement in the East China Sea in spring was along two routes: the Okinawa Trough route, and the continental shelf slope route. The two moving routes both in the surface layer and in the section are described, their causes are discussed, and differences are compared.  相似文献   

CT在脑血管病急性期定性诊断中的应用     

杨炳森  刁振华  林秀极  齐莲英  孙贻忠  班贵江 《CT理论与应用研究》1994,(1)

本文应用ＣＴ对４２例脑血管病急性期病人进行检查，结果表明：ＣＴ在脑血管病急性期定性诊断中具有首选价值．尤其对出血性脑血管病最为实用，对超早期缺血性脑血管病虽然不如ＭＲＩ敏感，但应用ＣＴ动感观察可以弥补这方面的不足，这对无设备的单位更为重要，ＤＳＡ对脑动脉瘤、脑动静脉畸型、脑血管狭窄的诊断较特异。  相似文献   

长输管道抗震研究的新进展   总被引：2，自引：0，他引：2  

陈贵清  郝婷玥  吴班  王兴国 《地震工程与工程振动》2006,26(3):193-196

本文主要从以下4个方面:地震对长输管道的危害、长输管道震害的研究方法、管道抗震分析和管道抗震的措施,介绍了近几年长输管道抗震方面的研究进展,指出了今后长输管道的研究方向。  相似文献   

磺化层柱状有机膦酸锆的合成及催化反应研究     

谢同  彭广志  杨义芳  王桂芬 《盐湖研究》1998,(Z1)

在氢氟酸溶液中,混合亚磷酸、4,4’-联苯二膦酸和锆离子反应生成4,4’-联苯二膦酸锆／亚磷酸锆（简称MCZP）,改变有机酸和亚磷酸的比例,可以合成具有相同组分但结构不同的一系列化合物。通过磺化反应,在苯环上接上磺酸基团后,它具有类似强酸性阳离子交换树脂特性．该文首次对这类化合物催化酯化、醚化等典型的酸催化有机反应进行了研究,结果表明其催化转化率高、催化剂可重复使用和再生,是一种很有发展前途的新型固体酸催化剂．  相似文献   

Computational microstructure modeling to estimate progressive moisture damage behavior of asphaltic paving mixtures     

Hoki Ban  Yong‐Rak Kim  Suk‐Keun Rhee 《国际地质力学数值与分析法杂志》2013,37(13):2005-2020

This paper presents a computational microstructure model to estimate the progressive moisture damage of multiphase asphaltic paving mixtures. Moisture damage because of water transport is incorporated with mechanical loading through a finite element method. To simulate nonlinear damage evolution in the mixtures, the model includes Fickian moisture diffusion, a cohesive zone model to simulate the gradual fracture process, and a degradation characteristic function to represent the reduction of material properties because of moisture infiltration. With the model developed, various parametric analyses are conducted to investigate how each model parameter affects the material‐specific moisture damage mechanism and damage resistance potential of the mixtures. Analysis results clearly demonstrate the significance of physical and mechanical properties of mixture components and geometric characteristics of microstructure for the better design of asphaltic paving mixtures and roadway structures. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献