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51.
ZHANG Chengli GAO Shan ZHANG Guowei GUO Anlin YUAN Honglin LIU Xiaoming & WANG Jianqi . The key Laboratory of Continental Dynamics Ministry of Education Department of Geology Northwest University Xian China . State Key Laboratory for Mineral Deposits Research Nanjing University Nanjing China . Department of Geochemistry China University of Geosciences Wuhan China 《中国科学D辑(英文版)》2004,47(4)
Since the 1980s, one of the important progresses in the study of the Qinling orogenic belt is marked by findings of numerous ophiolite zones[1—4]. On the basis of the former orogenic models of the Paleozoic colli-sional orogeny[1,5,6] and the Mesozoic collision[7—9], another orogenic evolution model from the Paleozoic subduction-collision along the Shangdan suture to the Mesozoic final collision orogeny along the Mianle suture[3,10], including the relicts of the Jining orogeny, has been pr… 相似文献
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一次强风暴的垂直环境特征数值模拟分析 总被引:4,自引:2,他引:4
应用MM 5模式对东北冷涡诱发的 2 0 0 2年 7月 1 2日强风暴进行了数值模拟 ,较成功地模拟出中尺度强对流风暴。发现冷涡后部中层干冷空气绝热下沉是东北冷涡 70 0hPa附近干暖盖形成和维持的重要机制 ,而低层暖湿气流爬升及干暖盖的抑制作用是东北冷涡强对流不稳定能量积累的重要机制。风暴发生前持续的低层西南风到中层西北风的风垂直切变产生的差动平流 ,加剧了层结不稳定 ,而风暴临近风垂直切变方向的快速逆转使热成风不平衡 ,必须通过激发垂直环流以适应其变化 ,对风暴发展有重要作用。 相似文献
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沈阳地处全球温度变化的敏感带,在近百年的温度观测记录中,沈阳的温度变化呈逐渐上升之势,近百年增高约1.7℃,这种上升趋势在冬季远比夏季明显。沈阳的年平均温度变化有一个12a的周期,各周期温度基本呈阶梯状上升,20世纪末的周期冬季平均温度比世纪初的周期升温2.8℃左右。从近50a的极端温度的变化趋势来看,极端最低温度明显升高,而极端最高温度并没有上升,变化趋势甚至略下降,以致冬、夏两季温差缩小。从沈阳的最低平均温度和最高平均温度变化来看,两者均随时间逐渐升高,说明沈阳市的增温不仅是最低温度升高造成的,最高温度的增温作用亦十分重要。从冬季环流形势分析来看,东亚大槽及其后弱脊和地面蒙古高压在上世纪80年代、90年代明显减弱,使得冷空气向南侵袭的径向气流减弱,是导致位于冷空气通道中的沈阳冬季增温明显的原因之一。 相似文献
54.
Accurate U-Pb Age and Trace Element Determinations of Zircon by Laser Ablation-Inductively Coupled Plasma-Mass Spectrometry 总被引:190,自引:0,他引:190
Honglin Yuan Shan Gao Xiaoming Liu Huiming Li Detlef Günther Fuyuan Wu 《Geostandards and Geoanalytical Research》2004,28(3):353-370
Various zircons of Proterozoic to Oligocene ages (1060-31 Ma) were analysed by laser ablation-inductively coupled plasma-mass spectrometry. Calibration was performed using Harvard reference zircon 91500 or Australian National University reference zircon TEMORA 1 as external calibrant. The results agree with those obtained by SIMS within 2s error. Twenty-four trace and rare earth elements (P, Ti, Cr, Y, Nb, fourteen REE, Hf, Ta, Pb, Th and U) were analysed on four fragments of zircon 91500. NIST SRM 610 was used as the reference material and 29 Si was used as internal calibrant. Based on determinations of four fragments, this zircon shows significant intra-and inter-fragment variations in the range from 10% to 85% on a scale of 120 μm, with the variation of REE concentrations up to 38.7%, although the chondrite-normalised REE distributions are very similar. In contrast, the determined age values for zircon 91500 agree with TIMS data and are homogeneous within 8.7 Ma (2 s ). A two-stage ablation strategy was developed for optimising U-Pb age determinations with satisfactory trace element and REE results. The first cycle of ablation was used to collect data for age determination only, which was followed by continuous ablation on the same spot to determine REE and trace element concentrations. Based on this procedure, it was possible to measure zircon ages as low as 30.37 0.39 Ma (MSWD = 1.4; 2 s ). Other examples for older zircons are also given. 相似文献
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Introduction The research on the structure and physical property of ancient hidden hill, igneous rocks and basement is relatively difficult by using seismic data only. If we combine seismic data, magneto-telluric (MT) data and geophysical data together, better results can be obtained for the above problem. A number of geophysicists at home and abroad, such as CHEN and WANG (1990), Siri-punvarapor and Egbert (2000) have tried many methods to solve the problem by the inversion of seismic da… 相似文献
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59.
Analysis of rock structure stability in coal mines 总被引:1,自引:0,他引:1
In this paper, the theory of limit point instability is used to analyse the stability of rock structures in coal mines. A general method of analysing stability of rock structures is put forward and a uniform instability condition of rock structures is set up. Some instability phenomena, such as rock bursts in circular roadways, pillars and long walls, and the outburst of coal and gas from circular roadways, are discussed analytically. At a later stage, the critical point of rock structure instability is determined. The influence of relative parameters (such as the mechanical properties of rock, coal, and the geometric sizes) on the stability of the rock structures is carefully analysed. Copyright © 2005 John Wiley & Sons, Ltd. 相似文献
60.