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川西含油气拗陷上三叠统含水系统和水文地质期的划分和定位 被引量:6
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作者 汪珊 张宏达 +1 位作者 孙继朝 荆继红 《地球学报》 EI CAS CSCD 北大核心 2007年第6期591-596,共6页
本文通过沉积环境、岩性组合、水化学、碳同位素等的论证,将川西拗陷上三叠统划分为须家河组须二段、四段、六段3个主要含水系统,须一段、三段、五段3个相对隔水系统;通过地壳运动、水动力条件、地球物理场等论证了各含水系统经历的水... 本文通过沉积环境、岩性组合、水化学、碳同位素等的论证,将川西拗陷上三叠统划分为须家河组须二段、四段、六段3个主要含水系统,须一段、三段、五段3个相对隔水系统;通过地壳运动、水动力条件、地球物理场等论证了各含水系统经历的水文地质期的次数和型式。"统序"和"期序"的建立,从宏观上构建了深层水形成演化的模式,为深层水及其与聚气成藏之间规律性联系指示了研究的思路、途径和方向。 展开更多
关键词 含水系统 水文地质期 划分定位 沉积体系 川西拗陷
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论含油气盆地含水系统和水文地质期的划分──以东海西湖凹陷为例 被引量:38
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作者 汪蕴璞 林锦璇 汪林 《地球科学(中国地质大学学报)》 EI CSCD 北大核心 1995年第4期393-398,共6页
以东海西湖凹陷为例,从理论上分析了怎样划分含水系统和水文地质期,提出了含水系统的内涵,划分了5种基本形式的水文地质初,建立了西湖凹陷新生代沉积体系的层序和期序,并从宏观上概化了地下水成生演化的模式。
关键词 地下水 含水系统 水文地质期 含油气盆地
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沉积作用水文地质期沉积水运移的阶段性
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作者 徐则民 贾疏源 姚军辉 《矿物岩石》 CAS CSCD 1996年第3期43-48,共6页
根据沉积水所承受的负载种类,把沉积作用水文地质期分为浮水压力阶段、异常压力阶段及压实平衡阶段;讨论了各阶段沉积水的运移特征、沉积物释水过程及孔隙度、透水性的变化特点;
关键词 沉积作用 水文地质期 沉积水运移 阶段性 油气藏
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太行山大峡谷地质期气候现象分析 被引量:1
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作者 杨红峰 汪宏 +1 位作者 刘娜 王伟斯 《科技情报开发与经济》 2012年第14期136-138,142,共4页
介绍了太行山大峡谷的地质地貌以及地质时期的气候特征,探讨了太行山大峡谷的地质地貌与气候变迁的关系。
关键词 太行山大峡谷 地质期 地质地貌 气候特征 气候变迁
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国家重点研发计划:深地资源勘查开采“燕山期重大地质事件的深部过程与资源效应”项目简介 被引量:2
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作者 孙卫东 凌明星 +2 位作者 章荣清 张柳毅 陈晨 《矿物岩石地球化学通报》 CSCD 北大核心 2017年第4期535-539,共5页
国家重点研发计划"深地资源勘查开采"重点研发专项"燕山期重大地质事件的深部过程与资源效应"项目于2016年7月正式启动。本项目将通过构造地质学、地球物理学、沉积地质学、地球化学、岩石学、矿床学和实验岩石学... 国家重点研发计划"深地资源勘查开采"重点研发专项"燕山期重大地质事件的深部过程与资源效应"项目于2016年7月正式启动。本项目将通过构造地质学、地球物理学、沉积地质学、地球化学、岩石学、矿床学和实验岩石学等多学科的联合攻关,以恢复太平洋、鄂霍次克洋和特提斯洋演化历史为切入点,重点探究太平洋板块与中国东部晚中生代地质事件的内在联系,揭示燕山期重大地质事件的发生机制和深部过程,探讨它们对大规模成矿作用的控制,同时对比研究西部燕山期地质事件。本专辑将简要介绍项目及各课题的研究思路、工作模型和拟解决的关键科学问题。 展开更多
关键词 深地资源勘查开采 燕山重大地质事件 深部过程 资源效应 国家重点研发计划
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论油气田古水文地质研究中存在的问题及其对策
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作者 王文斌 徐则民 《图书与石油科技信息》 1993年第4期33-41,共9页
关键词 古水文地质期 油气运移聚集 油气田
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大型煤与瓦斯突出的瓦斯地质分析 被引量:3
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作者 李风华 《煤炭技术》 CAS 北大核心 2015年第12期121-123,共3页
介绍影响瓦斯突出的主要地质因素:地质构造、煤层特性以及水文地质等,详细分析具体的地质因素如:褶皱、断层、煤层厚度、埋深等对瓦斯突出的影响机理,探究不同情况下瓦斯突出出现概率的高低,帮助加深对煤与瓦斯突出现象的认识,给煤与瓦... 介绍影响瓦斯突出的主要地质因素:地质构造、煤层特性以及水文地质等,详细分析具体的地质因素如:褶皱、断层、煤层厚度、埋深等对瓦斯突出的影响机理,探究不同情况下瓦斯突出出现概率的高低,帮助加深对煤与瓦斯突出现象的认识,给煤与瓦斯突出的防治提供指导依据。 展开更多
关键词 煤与瓦斯突出 地质 煤层结构 地质构造
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Effects of Different Sowing Dates and Sites on Grain Quality and RVA Profile of Nanjing 46,a Popular Cultivar of Japonica Rice(Oryza sativa L.) 被引量:1
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作者 朱镇 赵庆勇 +5 位作者 张亚东 陈涛 姚姝 周丽慧 于新 王才林 《Agricultural Science & Technology》 CAS 2014年第11期1946-1952,共7页
[Objective] This study was performed to determine the effects of sowing dates and sites on grain quality and Rapid Viscosity Analyzer (RVA) profile of Nan-jing 46. [Method] The field experiments were carried out at ... [Objective] This study was performed to determine the effects of sowing dates and sites on grain quality and Rapid Viscosity Analyzer (RVA) profile of Nan-jing 46. [Method] The field experiments were carried out at five sites in Jiangsu Province, and in every site, the seeds were sowing on seven different dates. RVA related indices were measured after harvest. [Result] Along with the delay of sowing date, the mil ing quality of Nanjing 46 increased at first and then reduced, while its appearance quality went up and the cooling and edible quality decreased. With the sowing sites moving southward, the rice mil ing quality, appearance quality, and cooling and edible quality of Nanjing 46 decreased at first and then increased. Grain traits responded variably to the sowing dates and sites. The brown rice rate, grain width, grain length, length/width, mil ed rice rate and head mil ed rice rate were less affected, while the chalky rice rate and chalkiness degree were more af-fected. The gelatinization temperature, protein content, amylose content, gel consis-tency and eating value were in-between. The RVA profile analysis revealed that the breakdown value, setback value and pasting temperature were affected by the sow-ing date and geographical environment. The peak viscosity, hot viscosity, cool vis-cosity and peak time were influenced more by geographical environment. With the delay of the sowing date, peak viscosity, hot viscosity, cool viscosity, setback value and pasting temperature decreased at first and then increased, while the breakdown value changed inversely, and the peak time did not exhibit a regular trend. With the decrease of latitude, the peak viscosity, hot viscosity, breakdown and cool viscosity declined at first and then increased, the setback value and peak time decreased, while the pasting temperature increased. [Conclusion] This study wil provide refer-ences for the effective production of Nanjing 46. 展开更多
关键词 Nanjing 46 Sowing date Site Rice quality Rapid viscosity analyzer profile
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浅谈和丰—布尔津盆地砂岩型铀矿成矿古水动力条件
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作者 李启荣 《华南铀矿地质》 1999年第1期66-70,共5页
本文在对和丰—布尔津盆地构造沉积演化发展史作简要分析之后,将盆地水文地质发展历史划分成若干水文地质旋回与阶段,然后恢复上、下第三系含水岩组的水文地质期发展演化史,总结出下第三系乌伦古河组找矿目的层具备良好的古淋滤水动... 本文在对和丰—布尔津盆地构造沉积演化发展史作简要分析之后,将盆地水文地质发展历史划分成若干水文地质旋回与阶段,然后恢复上、下第三系含水岩组的水文地质期发展演化史,总结出下第三系乌伦古河组找矿目的层具备良好的古淋滤水动力条件。 展开更多
关键词 古水动力条件 砂岩型铀矿 盆地 成矿 构造沉积演化 水文地质旋回 下第三系 水文地质期 找矿目的层 乌伦古河组 发展历史 含水岩组 发展史 演化史
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胶东焦家和三山岛巨型金矿床的发现及有关问题讨论 被引量:44
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作者 宋明春 宋英昕 +6 位作者 丁正江 魏绪峰 孙绍立 宋国政 张军进 张丕建 王永国 《大地构造与成矿学》 EI CAS CSCD 北大核心 2019年第1期92-110,共19页
胶东焦家和三山岛地区过去认为是由若干个独立矿床组成的2个金矿田。近年来深部找矿揭示,以往确定的浅部金矿床,其主矿体在深部连为一体。本文通过对浅部和深部找矿成果的综合分析,提出焦家和三山岛是2个金资源储量分别达1200余吨和100... 胶东焦家和三山岛地区过去认为是由若干个独立矿床组成的2个金矿田。近年来深部找矿揭示,以往确定的浅部金矿床,其主矿体在深部连为一体。本文通过对浅部和深部找矿成果的综合分析,提出焦家和三山岛是2个金资源储量分别达1200余吨和1000余吨的巨型金矿床,二者分别沿焦家和三山岛二条相邻断裂对应产出,主矿体在剖面上各形成浅部和深部二个缓倾斜的赋矿台阶。焦家巨型金矿床主要金矿体向南西倾伏,向南侧伏,呈左列式分布。三山岛巨型金矿床主要金矿体向北东倾伏,向北侧伏,呈右列式分布。结合区域地质资料认为,胶东伟德山型花岗岩的形成时代与焦家和三山岛巨型金矿床及邻区金矿床成矿年龄(110.6~123 Ma)相近,因此,早白垩世伟德山型花岗岩、崂山型花岗岩、脉岩和青山群火山岩属于成矿期地质体,大规模岩浆活动为金成矿提供了热动力条件和部分流体来源。分析指出,胶东型金矿床形成于伸展构造背景,具有独特的矿床特征和成矿机制,是不同于国际其他金矿的独特金矿类型;郯庐断裂深切地幔,可能诱发了成矿期岩浆和流体活动。 展开更多
关键词 焦家和三山岛巨型金矿床 深部找矿 控矿断裂 成矿地质 胶东型金矿
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Has the Problem of a Permanent El Nio been Resolved for the Mid-Pliocene? 被引量:1
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作者 ZHANG Zhong-Shi YAN Qing +1 位作者 SU Jing-Zhi GAO Yong-Qi 《Atmospheric and Oceanic Science Letters》 2012年第6期445-448,共4页
The mid-Pliocene, the most recent warm geological period, is thought to be indicative of the fate of the Earth's climate under global warming. Earlier evidence has suggested that permanent El Nio-like conditions e... The mid-Pliocene, the most recent warm geological period, is thought to be indicative of the fate of the Earth's climate under global warming. Earlier evidence has suggested that permanent El Nio-like conditions existed in the mid-Pliocene, though the concept of a permanent El Nio remains controversial. Here, the authors analyzed Nio 3.4 SST in pre-industrial and mid-Pliocene simulations with the low-resolution version of the Norwegian Earth System Model (NorESM-L). The simulated mid-Pliocene Nio3.4 SST, with a smaller standard deviation, indicated that a weaker ENSO existed in the mid-Pliocene relative to the pre-industrial experiment. Compared with earlier modeling studies, our simulations show that the problem of ENSO's standard deviations in the mid-Pliocene remains unresolved, although the mean and the period of ENSO in the mid-Pliocene have been resolved by earlier geological and modeling studies. 展开更多
关键词 mid-Pliocene ENSO permanent El Nio-like conditions
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成矿演化的几个构造问题
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作者 V. I.Starosin(Moscow State University,119899, Moscow,Russia) 《地学前缘》 EI CAS CSCD 1995年第1期29-36,共8页
成矿演化可以分成5个时期(Ma):(1)小岩石圈板块,褶皱作用期并发育绿岩带(3800~3000);(2)陆壳主块的形成(3000~2700);(3)初始超大陆,开始板块构造作用的影响(2700~1800);(4)原... 成矿演化可以分成5个时期(Ma):(1)小岩石圈板块,褶皱作用期并发育绿岩带(3800~3000);(2)陆壳主块的形成(3000~2700);(3)初始超大陆,开始板块构造作用的影响(2700~1800);(4)原生陆壳的多重作用(1800~600);(5)深部地幔分异,以构造岩浆分异作用为主(600~0)。 展开更多
关键词 成矿演化 控矿构造 成矿省 地质成矿
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The Principle and Method for Delineation of Potential Seismic Sources in Northwest Yunnan
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作者 Zhou Qing Guo Shunmin Xiang Hongfa 《Earthquake Research in China》 2005年第2期201-213,共13页
Based on the collection and analysis of achievements of other scholars, and by consulting the results of seismic safety evaluation of engineering sites and field surveys of recent years, the seismotectonic indicators ... Based on the collection and analysis of achievements of other scholars, and by consulting the results of seismic safety evaluation of engineering sites and field surveys of recent years, the seismotectonic indicators are determined for northwest Yunnan and its vicinity, and then potential seismic sources are further delineated. In practice, the following principles are applied: for areas with strong historical earthquakes, the recurrence principle is used to determine the upper bound magnitude; for areas with distinct seismogenic structure but no historical strong earthquake records, the tectonic analogy principle is used in the light of the size and activity behavior of the structure; for areas where the segmentation of the active fault is well studied, the potential sources will be demarcated more precisely; and for areas with buried fault, the seismicity pattern and geophysical abnormity are used to determine the direction of the major axis of the potential seismic source. 展开更多
关键词 Potential seismic source Seismic safety evaluation Northwest Yunnan
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成矿演化的几个构造问题
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作者 斯托.,VI 陈陇刚 《陕西地质科技情报》 1996年第3期55-60,共6页
成矿演化可以分成5个时期(Ma):(1)小岩石圈板块,褶皱作用期及绿岩带的发育(3800 ̄3000);(2)陆壳主块的形成(3000 ̄2700);(3)初始超大陆,开始板块构造作用的影响(2700 ̄1800);(4)... 成矿演化可以分成5个时期(Ma):(1)小岩石圈板块,褶皱作用期及绿岩带的发育(3800 ̄3000);(2)陆壳主块的形成(3000 ̄2700);(3)初始超大陆,开始板块构造作用的影响(2700 ̄1800);(4)原生陆壳的多重作用(1800 ̄600);(5)深部地幔分异,以构造岩浆分异作用为主(600 ̄0)。 展开更多
关键词 成矿演化 控矿构造共生 成矿省 地质成矿
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Parametric study on collapse margin ratio of structure
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作者 欧晓英 何政 欧进萍 《Journal of Central South University》 SCIE EI CAS 2014年第6期2477-2486,共10页
The determination of collapse margin ratio(CMR)of structure is influenced by many uncertain factors.Some factors that can affect the calculation of CMR,e.g.,the elongation of the structural fundamental period prior to... The determination of collapse margin ratio(CMR)of structure is influenced by many uncertain factors.Some factors that can affect the calculation of CMR,e.g.,the elongation of the structural fundamental period prior to collapse,the determination of earthquake intensity measure,the seismic hazard probability,and the difference of the spectral shapes between the median spectrum of the ground motions and the design spectrum,were discussed.Considering the elongation of the structural fundamental period,the intensity measure Sa(T1)should be replaced with *aS in the calculation of CMR for short-period and medium-period structures.The reasonable intensity measure should be determined by the correlation analysis between the earthquake intensity measure and the damage index of the structure.Otherwise,CMR should be adjusted according to the seismic hazard probability and the difference in the spectral shapes.For important long-period structures,CMR should be determined by the special site spectrum.The results indicate that both Sa(T1)and spectrum intensity(SI)could be used as intensity measures in the calculation of CMR for medium-period structures,but SI would be a better choice for long-period structures.Moreover,an adjusted CMR that reflects the actual seismic collapse safety of structures is provided. 展开更多
关键词 collapse margin ratio strong ground motion intensity measurement probability of exceedance Housner's spectrum intensity spectrum acceleration
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Reducing of Seismic Vulnerability & Short-Time Earthquake Prediction: Methods and Instruments of Nonlinear Seismology
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作者 Oleg Borisovich Khavroshkin Vladislav Vladimirovich Tsyplakov 《Journal of Mathematics and System Science》 2012年第1期36-44,共9页
Elimination of human losses is the main and immediate task in the seismic vulnerability problem.The authors suggest the ways of development of seismic research and discussion of defense problems for reducing of seismi... Elimination of human losses is the main and immediate task in the seismic vulnerability problem.The authors suggest the ways of development of seismic research and discussion of defense problems for reducing of seismic vulnerability. It is the ways of nonlinear seismology region. Unconditionally seism zoning and the theory of catastrophes allow reduce human losses and building destruction. But well-known isoseists are the private case of caustic catastrophe theory or seismo-acoustics, so seism zoning can be amounted to 6 elementary catastrophe forms. It will better help to predict seismic actions. The short-time local prediction of seismic events is general method for strong reducing of human losses. This method takes into account chaotic properties of stress fields and waves and the peculiarities of urban area. It bases on the natural seismo-emission phenomenon and is realized by long-time monitoring, which gives statistically and geographically continuous picture (chart) of seismic noise level inside geologic media. The instruments of this strategy are shock and pressure-proofed seismometers for long-time monitoring and control the state of geological media including underwater shelf areas. The authors think that the active protecting for cities and buildings as the best modem form of people safety consists in stress discharge of geologic media. Ultrasonic wave defense includes and bases on strong interaction between powerful waves from earthquake and ultrasonic wave train. The authors want to point out that the technical objects may be used lbr the investigation of earthquakes induced and some reasons of seismic vulnerability. Also reducing of seismic vulnerability contains as component kinetic acting on volcano at the pre-explosive stage. The interesting and important aspect of defense problem is observation of the inharmonic wave processes in the soil and quasi-constant forces as the nearest seismic analogue of radiation forces in nonlinear acoustics under powerful earthquake seismic tremor. 展开更多
关键词 Seismic-acoustic emission nonlinear acoustics earthquake prediction chaos deformed waves private user
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Study on influence factors of cement-stabilized soil compressive strength 被引量:1
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作者 CAI Chengqiu LI Xin ZHANG Jun GUO Qingsong 《Global Geology》 2012年第2期130-134,共5页
The cement dry jet mixing method has been used to reinforce soft cohesive ground to increase the strength of soft cohesive ground and to decrease its deformation. The study briefly introduces the curing mechanism of c... The cement dry jet mixing method has been used to reinforce soft cohesive ground to increase the strength of soft cohesive ground and to decrease its deformation. The study briefly introduces the curing mechanism of cement-soil,presents the factors of influencing on compressive strength,mainly analyses the factors including cement mixing ratio,cement strength grade,curing age,moisture content and soil texture and puts forward some rational proposals at last. 展开更多
关键词 cement-stabilized soil curing mechanism influencing factors compressive strength
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Geo-hazards risk zonation and warning system based on GIS in Anshan City of Liaoning
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作者 Zhishuang YANG Mao PAN Xiaopeng WANG 《Global Geology》 2006年第2期207-212,共6页
Debris flow and Karst collapse are the main parts of geological disasters in Anshan, which have affected on the construction and development of the social economy of Anshan. In order to enhance the studies of rules of... Debris flow and Karst collapse are the main parts of geological disasters in Anshan, which have affected on the construction and development of the social economy of Anshan. In order to enhance the studies of rules of disaster and give scientific estimation and alarm ahead of schedule warning, we established the warning system of Anshan and investigated the corresponding software, which are based on the deep discussions about the crisis estimation and methods of prediction of disasters. In this paper, the foundation of model used in estimating the alarm ahead of schedule for disaster and the methods of appraisal for the alarm ahead of schedule are discussed. This system for warning and evaluating is the combination of the models of warning and GIS fiat roof, with so many virtues, such as complete functions, convenience, applicability, which has considered the output of data, analyses of space, chooses of model, output of production, report of information for warning and the statements and help of system. 展开更多
关键词 geological hazard hazardous evaluation GIS early warning system
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Reconsideration of the sediment characteristics of the second member of the Triassic Xujiahe Formation in Sanhuiba,Huaying Mountain 被引量:2
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作者 LIAO Taiping HU Jingjing +1 位作者 ZHANG Furong LIU Lijing 《Mining Science and Technology》 EI CAS 2010年第4期591-599,共9页
The second member of the Triassic Xujiahe Formation in the Sanhuiba area in Huaying Mountain is an important section of sedimentary delta facies in the Chongqing Tianfu Geological Survey and Training Base. In spite of... The second member of the Triassic Xujiahe Formation in the Sanhuiba area in Huaying Mountain is an important section of sedimentary delta facies in the Chongqing Tianfu Geological Survey and Training Base. In spite of some initial efforts on its lithology and lithofacies, the existing research is yet to be completed and suffers from contradictory conclusions and inadequate evidence. Starting from the sedimentary microfaeies types and cyclic features, we analyzed the vertical sequence of a sedimentary delta model and discovered that this section is a constructional delta deposit. Eight incomplete and asymmetric regressive cycles are marked off, given that frequent erosion surfaces appeared in the section. Based on the analysis of structural characteristics of every monocycle, we summarized the system of cycles, tracts and sequence characteristics of the overall section. In view of this systematic series of cycles, we discussed the features of the syndepositional tectonic movements in the area and conclude that, due to frequent erosion, migration and diversion of a sub-channel branch was brought about by oscillating movements of the crust. In a comparison with neighboring sections, we explored the cause of erosion and the relations between erosion and cycles. This study greatly strengthens existing research and theories, makes an important and comprehensive contribution to geological surveys and training in the area and provides essential suggestions for coal exploration, oil and gas evaluation and in general to exploration and development in the target stratum. 展开更多
关键词 Huaying Mountain Sanhuiba Xujiahe Formation member 2 sandbodies sedimentary characteristics RECONSIDERATION
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Investigation of Structural System Safety
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作者 Cemal Eyyubov Mehmet Hasnalbant Isa Eyyubov 《Journal of Civil Engineering and Architecture》 2018年第8期586-604,共19页
In order to investigate the behavior of buildings and engineering structures during earthquakes, based on the data of seismic observation devices mounted on constructions with typical characteristics, results of inves... In order to investigate the behavior of buildings and engineering structures during earthquakes, based on the data of seismic observation devices mounted on constructions with typical characteristics, results of investigating the change of mechanical properties of building structural system over time and the results of examination of structural rigidity and safety change over time, depending on the dynamic characteristics of the building, determined by experimental investigations made at intervals are mentioned in this article. In addition, evaluation of earthquake acceleration acting on structures due to earthquake-induced damage characteristics of buildings and engineering constructions which are made earthquake resistant is also included here. 展开更多
关键词 Earthquake intensity macro seismic investigation structural system safety RIGIDITY ground acceleration.
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