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51.
滇西点苍山—哀牢山变质岩系锆石SHRIMP定年及其地质意义   总被引:21,自引:14,他引:7  
滇西点苍山和哀牢山主体分别由下元古界苍山群和哀牢山群深变质岩系组成,被认为是前寒武纪结晶基底。选取点苍山的花岗闪长质糜棱岩(DCS-1)和哀牢山元江段黑云母花岗闪长质片麻岩(SM07-1)之中的锆石进行U-Pb SHRIMP定年。样品DCS-1和SM07-1测年结果分别为233±2.6Ma和239.8±2.8Ma。结合前人对滇西地区花岗质岩类所做的研究,揭示滇西地区在三叠纪经历一期在空间上广泛分布的岩浆事件,点苍山花岗质糜棱岩和哀牢山花岗质片麻岩的原岩为三叠纪侵位的花岗岩,其构造环境属于大陆裂谷,反映了滇西地区在三叠纪地壳物质的重新调整,而该变质岩系不是前寒武纪的结晶基底,其变质作用与山体出露地表过程和新生代构造作用有关。  相似文献   
52.
东喜马拉雅构造结岩体冷却的~(40)Ar/~(39)Ar年代学研究   总被引:2,自引:1,他引:1  
对采自东喜马拉雅构造结核心地段雅鲁藏布大峡谷地区的13件标本中的20件矿物样品进行了系统的常规^40Ar/^39Ar年代学研究。数据显示,样品的(^40Ar/^39Ar)i值均接近尼尔值(295.5±5),且绝大部分样品的坪年龄与其反等时线年龄在误差范围内一致。从数据统计结果来看,所测样品的^40Ar/^39Ar年龄大都集中在1.3Ma和2.5Ma左右,表明南迦巴瓦地区在上新世中期和更新世早期均经历了快速冷却抬升事件。本次测试的样品采自不同的高程及不同的构造单元,且样品原岩的成因及岩性各异,但沿着大峡谷由北向南不同地段的样品的不同矿物(角闪石、黑云母、白云母、钾长石)的^40Ar/^39Ar年龄相近,而同一样品中不同矿物的^40Ar/^39Ar年龄大小又并非完全按照矿物对氩同位素体系的封闭温度高低来分布,表明该地区在上新世以来的岩体冷却速率很大,以致该地区的矿物对氩同位素体系的封闭过程与处于缓慢冷却环境中的封闭过程明显不同。以本文报道的数据估算,南迦巴瓦地区的岩体在最近3Ma以来的冷却速率达120~240℃/Ma,岩体抬升速率达3.4—6.9mm/a。  相似文献   
53.
安政翃  季玉国 《探矿工程》2008,35(12):78-83
对大型泥水盾构隧道施工安全与施工风险进行详细全面的分析,指出了施工安全与施工风险对人身安全、工程结构和施工机械设备带来的危害。结合工程实例和实践经验,对大型越江盾构隧道施工安全与风险管理进行全面探讨。  相似文献   
54.
贵州省册亨县百地金矿地质特征及找矿前景   总被引:3,自引:2,他引:1  
将册亨县百地金矿矿区划分为3个矿段,并简要描述各矿段(体)地质特征及取得的勘查进展情况。初步预测各矿体找矿前景及资源潜力。  相似文献   
55.
Summary Theoretical considerations are put forward for identifying the Dynamic and Static Methods of Diffusion measurements of aerosol particles. On the basic of this equality the Exhaustion Method of Diffusion developed byPollak andMetnieks for the size-frequency resolution of a heterogeneous aerosol by Dynamic Diffusion Methods should be applicable to Static Methods. This hypothesis is tested using a Pollak-Nolan nucleus counter as decay vessel. It is shown that turbulence in the counter is the most serious obstacle against this type of approach to finding the size components of an aerosol. The time involved, the high humidity in the counter and a hypothetical nucleus-free zone are other major difficulties for relatively large Aitken nuclei. It is established, however, that for particles whose diffusion coefficient is of the order of 10–3 cm2 sec–1, the proposed method should be quite workable.  相似文献   
56.
大黄鱼皮肤溃烂病病原的研究   总被引:3,自引:0,他引:3  
从福建省厦门西海域某渔排养殖大黄鱼(Pseudosciaena cyogga)患皮肤溃烂病的肝脏、肌肉分离到2株优势菌。人工感染试验证实其中1株为致病菌。该菌的主要生理生化特性为革兰氏阴性,短杆状,极生单鞭毛,发酵葡萄糖,氧化酶阳性,赖氨酸脱羧酶、鸟氨酸脱羧酶阳性,精氨酸脱羧酶、水杨素、枸橼酸盐阴性,不产生H2S,利用葡萄糖、甘露醇产酸,对O/129(10μg)不敏感。在含0%,10%NaCl的普通培养基上不生长;在含2%,4%,6%,8%NaCl的普通培养基中生长;在温度30,35,40℃下生长良好,但4℃不生长。初步鉴定该病原菌为副溶血弧菌(Vibrio parahaemolyticus)。药敏试验表明,该菌对卡那霉素、复方新诺明、链霉素等10种药物敏感,对青霉素G、氨苄青霉素、利福平等6种药物不敏感。  相似文献   
57.
Based on a series of cyclic triaxial tests, the effect of cyclic frequency on the undrained behaviors of undisturbed marine clay is investigated. For a given dynamic stress ratio, the accumulated pore water pressure and dynamic strain increase with the number of cycles. There exists a threshold value for beth the accumulated pore water pressure and dynamic strain, below which the effect of cyclic frequency is very small, but above which the accumulated pore water pressure and dynamic strain increase intensely with the decrease of cyclic frequency for a given number of cycles. The dynamic strength increases with the increase of cyclic frequency, whereas the effect of cyclic frequency on it gradually diminishes to zero when the number of cycles is large enough, and the dynamic strengths at different frequencies tend to the same limiting minimum dynamic strength. The test results demonstrate that the reasons for the frequency effect on the undrained soil behaviors are beth the creep effect induced by the loading rate and the decrease of sample effective confining pressure caused by the accumulated pore water pressure.  相似文献   
58.
In accordance with the similarity between breaking waves and hydraulic jumps, the expressions for estimating wave decay and wave energy dissipation in the surf zone are derived based on the fundamental equations of fluid mechanics. Using the numerical solution of cnoidal wave theory, the various kinematic properties of waves in the surf zone, including the relative wave crest height, wave energy, and radiation stress are discussed. The values calculated with the method proposed in this paper are in good agreement with the experimental data gained by other researchers. The present expressions can be used in the studies of sediment transport on gently sloping beaches, especially on muddy beaches.  相似文献   
59.
The numerical mode of nonlinear wave transformation based on both the Laplace equation for water field and the Bemoulli equation for water surface is a kind of time-domain boundary problem with initial conditions. And the basis for establishing the numerical mode of nonlinear wave in time domain is to trace the position of wave free surface and to calculale the instantaneous surface height and surface potential function. This paper firstly utilizes the ‘0-1‘ combined BEM to separate the boundary by means of discretization of Green‘ s integral equation based on the Laplace equation, then separates the free surface of wave with FEM and derives the FEM equation of wave surface that satisfies the nonlinear boundary conditions. By jointly solving the above BEM and FEM equations, the wave potential and surface height could be obtained with iteration in time domain. Thus a new kind of nonlinear numerical mode is established for calculating wave transformation. The wave test in the numerical wave tank shows that the numerical simulation with this mode is of high accuracy.  相似文献   
60.
First the scour and deposition patterns of the sandy seabed in front of a vertical breakwater under the action of irregular broken clapotis are investigated experimentally and classified into five types: scour type Ⅰ , scour type Ⅱ, scour type Ⅲ, deposition type Ⅰ, and deposition type Ⅱ . Secondly, the processes of formation of scour and deposition patterns are probed in comparison with those induced by regular broken clapotis and standing waves. Thirdly, the criteria for distinguishing scour and deposition patterns under irregular broken clapotis are presented.  相似文献   
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