Geochemical Stratigraphy and Microvertebrate Assemblage Sequences across the Silurian/Devonian Transition in South China     

ZHAO Wenjin  WANG Nianzhong  ZHU Min  Ulrich MANN  Ulrich HERTEN  Andreas LüCKE 《《地质学报》英文版》2011,85(2):340-353

Carbon isotope (δ13Corg) analyses of non-marine clastic rocks and neritic carbonates and black shales spanning the Silurian/Devonian transition are compared from two richly fossiliferous sequences in Qujing of East Yunnan and Zoige of Sichuan, South China. The two sections, Xishancun and Putonggou sections in South China, reveal positive δ13Corg shifts happening in the Upper Pridoli and Lower Devonian and reaching peak values as heavy as ?25.2‰ (Xishancun) and ?19.9‰ (Putonggou) in the lowermost Lochkovian following the first occurrence of the thelodont Parathelodus and the conodont Icriodus woschmidti woschmidti (only in Putonggou Section and together with Protathyris-Lanceomyonia brachiopod fauna). These results replicate a globally known positive shift in δ13Corg from the uppermost Silurian to the lowermost Devonian. The δ13Corg variations across the Silurian/Devonian Boundary (SDB) at the two sections in South China exhibit a shift in carbon isotopic composition similar to the detailed SDB curves from the borehole Klonk-1 drilled at top of the Klonk Global Standard Stratotype-Section and Point (GSSP) in the Prague Basin, Czech Republic. In addition, four microvertebrate assemblages, including the Liaojiaoshan, Xishancun, Yanglugou and Xiaputonggou assemblages, are recognized from the Silurian/Devonian transition exposed in the Xishancun and Putonggou sections, respectively. The results from both carbon isotope stratigraphy and microvertebrate assemblage sequences suggest that the SDB in South China is located at the base of the Xishancun Formation (between sample QX-20 and sample QX-21) in the Xishancun Section and the lower part of the Xiaputonggou Formation (between sample ZP-09 and sample ZP-10) in the Putonggou Section. The isotopic trend for organic carbon together with the changes of microvertebrate remains across the SDB can offer an approach to a potential correlation of the SDB from different sedimentary facies, which help to correlate the marine with non-marine deposits.  相似文献   

地质灾害与不同尺度降雨时空分布关系   总被引：2，自引：0，他引：2  

刘艳辉  唐灿  吴剑波  连建发 《中国地质灾害与防治学报》2011,22(3):74-83

降雨是地质灾害最重要的诱发因素之一,开展地质灾害与不同尺度降雨的时空分布研究,分析降雨诱发地质灾害的特点规律,对于提升地质灾害区域预警水平和防灾减灾实践具有重要意义。本文以2006～2007年汛期地质灾害的实际发生情况为例,通过统计分析方法,对区域地质灾害与年降雨量、月降雨量、月暴雨日数、典型降雨过程之间的时空分布关系开展系统分析,研究表明:降雨是群发型地质灾害发生的重要诱发因素,地质灾害的发育密度与年均雨量成正比,地质灾害发育密度最大的区域,其年均雨量最大;地质灾害分布与月降雨量、月暴雨日数的分布总体上具备一定的对应关系,但并不是完全对应的,主要受到典型强降雨过程的落区控制;在地质灾害多发区出现典型强降雨过程时,地质灾害群发。  相似文献   

区域地质灾害气象预警效果评价     

温铭生  王连俊  连建发  刘艳辉  唐灿  李铁锋 《工程地质学报》2011,19(6):839-843

中国(国家级)地质灾害气象预警工作自2003年起已经开展8a,共制作地质灾害预警产品1281份,预警效果如何需要开展相应评价.本文在前人研究基础上,分析以往地质灾害预警准确率评价方法和评价结果,提出国家级地质灾害预警准确率效果评价体系,认为评价地质灾害预警准确率效果分为预警时间、预警空间、预警强度3个方面,分别建立了预...  相似文献   

Three-phase numerical model of water migration in partially frozen geological media: model formulation,validation, and applications   总被引：3，自引：0，他引：3  

Scott L. Painter 《Computational Geosciences》2011,15(1):69-85

Water in the subsurface of the Earth’s cold regions—and possibly the subsurface of Mars—resides in the liquid, vapor, and ice phases. However, relatively few simulations addressing full three-phase, nonisothermal water dynamics in below-freezing porous media have been undertaken. This paper presents a nonisothermal, three-phase approach to modeling water migration in partially frozen porous media. Conservation equations for water (as ice, liquid, and vapor) and a single gas species (in the gas phase and dissolved in water) are coupled to a heat transport equation and solved by a finite-volume method with fully implicit time stepping. Particular attention is given to the method of spatial differencing when the pore space is partially filled with ice. The numerical model is able to reproduce freezing-induced water redistribution observed in laboratory experiments. Simulations of Earth permafrost dynamics and of the formation and evolution of a planetary-scale cryosphere on Mars demonstrate the new capabilities.  相似文献   

宁夏银川水洞沟遗址2号点晚更新世晚期孢粉记录的古环境     

刘德成  高星  王旭龙  张淑芹  裴树文  陈福友 《古地理学报》2011,13(4):467-472

宁夏银川水洞沟遗址2号点剖面孢粉分析结果表明:该地区在晚更新世晚期孢粉组合以草本植物花粉占绝对优势,有Chenopodiaceae、Artemisia、Zygophyllum、Ranunculaceae和少量的Euonymus、Ephedra和Nitraria等,木本植物花粉次之,有Pinus、Picea、Abies、...  相似文献   

巨大华夏龙   总被引：1，自引：1，他引：0  

赵喜进  王克柏  李敦景 《地质通报》2011,30(11):1671-1688

巨大华夏龙（Huaxiaosaurus aigahtens Zhao, gen. & sp., nov.）是一种性情温和的素食性恐龙,产于山东 诸城,生活在距今100Ma前的中生代晚期。巨大华夏龙是从许多同种个体中选择后组装成的一具骨架,其体高11.3m, 体长18.7m,是目前世界上最高大的鸟脚类个体。巨大华夏龙前肢短,后肢粗长,是继巨型山东龙和巨大诸城龙之后 又一新的发现。  相似文献   

基于OLHS随机模拟的地下水源地保护区划分     

徐海珍  李国敏  张寿全  董艳辉  贺国平 《吉林大学学报(地球科学版)》2011,(Z1):259-264,302

为解决确定性模型可能为地下水源地划分带来的保护不足或过保护问题,探索采用基于正交拉丁超立方抽样法的地下水模型研究,并结合粒子反向追踪技术,进行地下水流随机模拟和对应保护区的概率统计分析,最终得到具有分布概率的保护区范围。为验证该方法的实用性与可靠性,选取北京市平谷区王都庄应急水源地进行实例应用研究。在考虑渗透系数和降雨补给量随机抽样组合基础上进行地下水流动随机模拟,并完成对应保护区划分和加权统计。与确定性模拟划分结果相对比:一级保护区中,确定性模拟划分结果仅相当于随机模拟结果中统计概率70%以上的范围;对于二级保护区,确定法对应保护面积相当于随机模拟结果中50%概率以上的范围。实例研究表明,基于正交拉丁超立方抽样的随机模拟法可完成多个不确定性输入变量条件下的随机模拟,且在小样本数的基础上获得理想结果,适用于复杂水文地质条件下的地下水源地保护区划分研究。  相似文献   

Experimental investigations on the influence of cyclical freezing and thawing on physical and mechanical properties of saline soil   总被引：5，自引：1，他引：4  

Hui Bing  Ping He 《Environmental Earth Sciences》2011,64(2):431-436

Uniaxial compressive strength experiments were performed on saline loess different water and salt contents, and multiple freeze/thaw cycles at room temperature. The experiments revealed changes to the stress–strain curve and the failure mode of the saline loess. The results indicated that soil strength is intensified or weakened during freezing and thawing due to the injection of sodium sulfate solute. Cyclical freezing and thawing is a process to get a new dynamic equilibrium, and under these experimental conditions, six freeze–thaw cycles are need for loess with sodium sulfate to reach a new dynamic equilibrium.  相似文献   

生态系统服务消耗：概念框架与中国西部案例     

甄霖  刘雪林  魏云洁  杨莉  龙鑫  杜秉贞  李芬  曹晓昌 《资源与生态学报(英文版)》2011,(4):298-306

由于人为因素和自然因素的共同作用,全球生态系统正经历着巨大的变化。而这些驱动因素中,只有人为因素可进行调控。本文以人类对生态系统服务的消耗为着眼点,分析人类在获取舒适生活的过程中与生态系统形成的相互作用。研究从回顾生态系统服务消耗研究入手,建立了将生态系统服务、生态系统服务消耗和生态系统管理三者相联系的概念框架,并构建了生态系统服务消耗研究模型。同时,进一步以中国泾河流域为案例,对模型在生态系统服务直接消耗模式研究中的应用进行了实证研究和探讨。  相似文献   

Numerical Study of Failure Mechanism of Serial and Parallel Rock Pillars   总被引：4，自引：2，他引：2  

S. Y. Wang  S. W. Sloan  M. L. Huang  C. A. Tang 《Rock Mechanics and Rock Engineering》2011,44(2):179-198

Using a numerical modelling code, rock failure process analysis, 2D, the progressive failure process and associated acoustic emission behaviour of serial and parallel rock samples were simulated. Both serial- and parallel sample models are presented for investigating the mechanism of rock pillar failure. As expected, the numerical results show that not only the stiffness, but also the uniaxial compressive strength of the rock plays an important role in pillar instability. For serial pillars, the elastic rebound of a rock pillar with higher uniaxial compressive strength can lead to the sudden failure of an adjacent rock pillar with lower uniaxial compressive strength. The failure zone forms and develops in the pillar with lower uniaxial compressive strength; however, the failure zone does not pass across the interface of the two pillars. In comparison, when two pillars have the same uniaxial compressive strengths but different elastic moduli, both serial pillars fail, and the failure zone in the two pillars can interact, passing across the interface and entering the other pillar. For parallel pillars, damage always develops in the pillar having the lower uniaxial compressive strength or lower elastic modulus. Furthermore, in accordance with the Kaiser effect, the stress-induced damage in a rock pillar is irreversible, and only when the previous stress state in the failed rock pillar is exceeded or the subsequent applied energy is larger than the energy released by the external loading will further damage continue to occur. In addition, the homogeneity index of rock also can affect the failure modes of parallel pillars, even though the uniaxial compressive strength and stiffness of each pillar are the same.  相似文献