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251.
基于组件式GIS的唐山市区环境地质评价   总被引:2,自引:0,他引:2  
唐山市区地质环境条件复杂,构造发育,多种地质灾害频繁发生。因此,进行唐山市区环境地质评价具有重要现实意义。本文在综合分析唐山市区地质环境状况的基础上,基于组件式GIS工具MO,利用模糊综合评判方法,对唐山市区进行了环境地质评价,将评价结果划分为质量不同的4类区域,为城市的发展及规划提供依据。  相似文献   
252.
马沈岐 《探矿工程》2007,34(2):40-44
在论述了瓦斯地质钻探目的和非平衡钻探工艺理论的基础上,总结了瓦斯地质钻探施工工艺及相关技术措施并强调了安全施工要求。  相似文献   
253.
2006年新疆地质矿产勘查进展及2007年工作要点   总被引:1,自引:0,他引:1  
2006年是新疆地质矿产勘查“十一五”规划实施的第一年,地质勘查投入进一步加大,钠硝石找矿取得了重大突破,铁、铅锌、铜镍及煤的找矿也取得了重要进展,基础地质工作程度进一步提高,高新技术方法的应用得到加强,“环准噶尔”和“环塔里木”控制铜、铜镍、铅锌、铁等矿床重要成矿类型的规律逐渐显现.2007年将突出“环准噶尔”和“环塔里木”两个新领域的找矿工作,加快构建基础科研、高新技术应用研究、矿产勘查等相配套的科学的地质勘查体系.  相似文献   
254.
Evaluation and treatment of seepage problems at Chapar-Abad Dam, Iran   总被引:3,自引:0,他引:3  
Engineering geological properties of the ground at the Chapar-Abad Dam were investigated in order to evaluate seepage problems and to select a proper method of water-proofing prior to construction. The dam is located to the northwest of Iran and is undergoing construction phase. The geology of the site consists of a series of Early Cambrian limestones and shales that crop out on the abutments and a valley that is filled by 60 m of alluvium deposits. The presence of thick alluvium deposits with various coefficients of permeability along the foundation demonstrates a possible seepage problem after water impoundment in the reservoir. The potential of water seepage was evaluated by the study of joint systems of the rock units, the use of numerical analysis to simulate water flow in the ground, and by conducting in-situ tests to estimate the permeability's values. Based on the obtained results and by reviewing many types of water-proofing methods regarding cost, feasibility and safety factors, the installation of a grout curtain is suggested.  相似文献   
255.
本文在阐述北京城市地质工作和地质遗迹景观资源开发利用现状的基础上,通过地质公园建设实例,从推动地方经济发展和当地居民就业、加快城镇基础设施和生态环境建设、提升地学旅游品位和公众保护地质遗迹意识等三个方面论证了地质公园在保障城市经济健康和可持续发展中发挥的重要作用,从而有力阐明了开发利用地质遗迹景观资源是北京城市地质工作服务的一个新方向。本文还提出了今后北京地区地质遗迹景观资源开发利用对策。  相似文献   
256.
Lake Winnipeg, the seventh largest lake in North America, is located at the boundary between the Interior Plains and the Canadian Shield in Manitoba, Canada. Seismic profiles were obtained in Lake Winnipeg on two geoscientific cruises in 1994 and 1996. These data indicate the morphology of the bedrock surface. In most cases, a clear distinction between low relief Paleozoic carbonate rock and high relief Precambrian rock can be made. In northern Lake Winnipeg, the eastern limit of Paleozoic rock is clearly demarcated 30 km west of the previous estimate of its position. In southern Lake Winnipeg, all or most of the Paleozoic sequence terminates at a prominent buried escarpment in the centre of the lake. This indicates that Paleozoic rock on the eastern shore, known from drilling and outcrops, is an outlier. Major moraines are apparent as abrupt, large ridges having a chaotic internal reflection pattern. These include the Pearson Reef Moraine, the George Island Moraine and the offshore extension of The Pas Moraine. Little evidence for extensive or thick till was observed. Instead, fine-grained sediments deposited in glacial Lake Agassiz rest directly on bedrock over most of the lake basin. Hence an episode of erosion to bedrock was associated with glaciation and/or deglaciation. The Agassiz Sequence sediments are well-stratified, drape underlying relief and in some areas are over 100 m thick. In places, stratification in these sediments is disrupted, perhaps by dewatering. Evidence of erosion of Agassiz Sequence sediments by recent currents was observed. The contact between the Agassiz Sequence and the overlying Winnipeg Sequence sediments is a marked angular unconformity. The Agassiz Unconformity indicates up to 10 m of erosion in places. The low-relief character of this unconformity precludes subaerial erosion and the lack of till, moraines, or extensive deformation precludes glacial erosion. Waves appear to be the most likely erosional agent, either in waning Lake Agassiz or early Lake Winnipeg time. Winnipeg Sequence sediments, in places very thin, mantle most of the lakefloor. These sediments were deposited in the present Lake Winnipeg and are faintly stratified to massive and reach about 10 m in thickness in deep water. On the surface of the Winnipeg Sequence, vigorous, episodic currents are thought to contribute to the construction of flow-transverse sand waves as much as 6 m high in a deep, narrow constriction in the lake.  相似文献   
257.
晚第四纪以来安宁河断裂的构造活动与演化   总被引:5,自引:1,他引:4  
在进行1:5万地质填图过程中,通过对安宁河断裂区域内晚更新世 一新世地层岩性,岩极及组成的各级地貌特征并结合地层的对年龄测定较为实际的研究与划分了断裂的活动期,次,并据此进一步研究了断裂活动的性质,方式与演化简史。  相似文献   
258.
本文介绍在上海市区断裂构造调查中,核地球物理测量和化探的应用效果。应用α卡、地面伽马能谱U、Th、K和总量(Σ)及壤中气汞等测量方法,采用组合指标推断断裂构造,推断出的断裂构造与地震推断的结果相比较,具有较好的一致性。这些方法经济、快速、有效,有着广泛的应用前景。  相似文献   
259.
The spatial distributions of severely damaged buildings (red-tagged) and of breaks in the water distribution system following the 1994 Northridge, California, earthquake (ML = 6·4) are investigated relative to the local characteristics of surficial geology. The pipe breaks are used as an indicator of nonlinear soil response, and the red-tagged buildings as indicator of severe shaking. The surficial geology is described by several generalized categories based on age, textural character and thickness of the near surface layer. Two regions are studied: the San Fernando Valley and Los Angeles-Santa Monica. The analysis shows that there is no simple correlation between damage patterns and surficial geology. Single family wood-frame buildings were damaged less when built on fine silt and clay (0–3 m thick) from the late Holocene.  相似文献   
260.
湖北西部恩施断裂活动性评价   总被引:7,自引:0,他引:7       下载免费PDF全文
汪华斌  吴树仁 《地震地质》1998,20(3):22-218
通过分析恩施断裂的变形结构、运动学和动力学特征以及新活动和几何分形结构特征,结合断裂的活动时间测定,对湖北西部恩施断裂的活动特征进行了全面的研究,认为恩施断裂变形分段特征明显,活动具有多期次,且新构造期曾有活动,但现今活动极其微弱。同时,确定恩施断裂的活动时间上限为20万a以上,重复活动的周期较长,对附近水电工程建设不会产生重大危害  相似文献   
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