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面向用户的地震地质灾害信息系统 总被引:1,自引:1,他引:0
工程选址、防震减灾规划与经济发展规划等均需要地震地质灾害基础数据,但地震地质灾害种类多、信息量大,如何进行有效管理,并实现共享,是当前亟待解决的问题。本文基于GIS技术,以ArcGIS为系统平台,建立了面向用户的地震地质灾害信息系统。首先,基于地震地质灾害的特点及对应的分析评价方法,构建了地震地质灾害信息系统平台的总体架构;对构建地震地质灾害系统存在的数据标准化等关键性问题进行了讨论,并给出了解决方案;最后以唐山地震为例,建立了示范性地震地质灾害GIS系统。 相似文献
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基于ArcGIS Server的地震应急数据与服务共享研究 总被引:1,自引:0,他引:1
ArcGIS Server是基于Web Service用来发布企业级GIS应用程序的综合平台。 本文以地震应急数据与服务共享为研究目标, 分析了ArcGIS Server的体系架构和几种常用共享模式的特点, 提出了基于Web Service和ArcGIS Server的共享模式, 详细阐述了地震应急数据与服务共享的理论方法和系统架构, 实现了基于ArcGIS Server开发地震应急信息共享的原型系统。 相似文献
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近年来高密度电法被广泛应用于重大水利工程场地的工程地质调查、坝基及桥墩选址、采空区及地裂缝探测等诸多工程勘察领域。本文利用高密度电法对某水库大坝坝址区的覆盖层厚度、隐伏断层等地质结构进行探测,并在结合钻探资料和区域地质资料综合分析的基础上,取得了理想的勘察结果。查明水库区存在隐伏的断层和覆盖层厚度,为水库坝址选择提供重要的地球物理依据。 相似文献
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选取内蒙古测震台网呼和浩特—乌兰察布地区8个固定台站及呼和浩特附近地区野外观测项目建设的31个流动台站,计算各台站地震监测能力,分析加密区监测能力变化,针对监测能力较弱区域,利用ArcGIS的空间分析功能,实现新建台站选址的点位确定,提出未来合理布局方案。 相似文献
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根据政府和社会公众实际需求,基于以往廊坊地区基础地理资料和活断层探测工作成果资料,采用GIS技术、三维可视化技术及网络技术,建成廊坊市活断层探测数据管理系统,具有建库、存储、分析、管理、三维显示和应用等强大功能,可实现活断层信息的科学管理,为城乡规划、地震应急、土地利用、重大工程选址提供信息服务。 相似文献
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选取内蒙古测震台网呼和浩特-乌兰察布地区8个固定台站及呼和浩特附近地区野外观测项目建设的31个流动台站,计算各台站地震监测能力,分析加密区监测能力变化,针对监测能力较弱区域,利用ArcGIS的空间分析功能,实现新建台站选址的点位确定,提出未来合理布局方案。 相似文献
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The boundary element method has been successfully applied in the past to the analysis of hydrodynamic forces in two-dimensional infinite as well as two- and three-dimensional finite reservoirs subjected to seismic ground motions. This paper presents the results of more recent research on the application of the constant boundary element method to the 3D analysis of reservoir vibration. Special boundary conditions, previously used in the 2D case, to treat infinite radiation damping and damping from foundation soil and banks have been incorporated in this formulation. Numerical results for vibration of a 3D infinite rectangular reservoir as well as of a 3D infinite reservoir impounded by an arch dam are presented and compared with some existing results obtained by other researchers. 相似文献
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The study simulated the effect of using reservoir storage for reducing flood peaks and volumes in urban areas with the Dzorwulu basin in Accra, Ghana as case study. A triangulated irregular network surface of the floodplain was created using ArcGIS from ESRI by integrating digital elevation model and the map of the study area. The weighted curve number for the basin was obtained from the land use and soil type shape files using ArcGIS. The Soil Conservation Service curve number unit hydrograph procedure was used to obtain an inflow hydrograph based on the highest rainfall recorded in recent history (3–4 June 1995) in the study area and then routed through an existing reservoir to assess the impact of the reservoir on potential flood peak attenuation. The results from the analysis indicate that a total of 13.09 × 106 m3 of flood water was generated during this 10‐h rainstorm, inundating a total area of 6.89 km2 with a depth of 4.95 m at the deepest section of the basin stream. The routing results showed that the reservoir has capacity to store 34.52% of the flood hydrograph leading to 45% reduction in flood peak and subsequently 38.5% reduction in flood inundation depth downstream of the reservoir. From results of the study, the reservoir storage concept looks promising for urban flood management in Ghana, especially in communities that are over‐urbanized downstream but have some space upstream for creating the storage. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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利用地震危险性概率分析方法对大(Ⅰ)型一等工程-某大型水利枢纽工程所在的场址进行地震危险性分析;该拟建工程场址所在的西昆仑地震带是新疆境内地震活动强度最高、频度最大的地震带,拟建工程坝高库大,为了进行准确的地震危险性分析研究。本研究根据区域地震活动性及地震构造研究成果,确定了地震活动性参数,按照构造类比、历史地震重演原则划分了潜在震源区;在分析了区域地震活动环境和地震构造等因素后,综合评价其对场地地震危险性的影响;根据确定的地震动衰减关系及地震带、潜在震源区的地震活动性参数,应用概率方法计算得出了场地不同概率水平的水平向基岩峰值加速度。其结果做为适合该水库的工程场地地震危险性分析结论,用于指导工程选址、设计、抗震设防。 相似文献
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Xiaoxian Zeng George A. McMechan Janok P. Bhattacharya Carlos L.V. Aiken Xueming Xu William S. Hammon III Rucsandra M. Corbeanu 《Geophysical Prospecting》2004,52(3):151-163
Most existing reservoir models are based on 2D outcrop studies; 3D aspects are inferred from correlation between wells, and so are inadequately constrained for reservoir simulations. To overcome these deficiencies, we have initiated a multidimensional characterization of reservoir analogues in the Cretaceous Ferron Sandstone in Utah. Detailed sedimentary facies maps of cliff faces define the geometry and distribution of reservoir flow units, barriers and baffles at the outcrop. High‐resolution 2D and 3D ground‐penetrating radar (GPR) images extend these reservoir characteristics into 3D to allow the development of realistic 3D reservoir models. Models use geometric information from mapping and the GPR data, combined with petrophysical data from surface and cliff‐face outcrops, and laboratory analyses of outcrop and core samples. The site of the field work is Corbula Gulch, on the western flank of the San Rafael Swell, in east‐central Utah. The outcrop consists of an 8–17 m thick sandstone body which contains various sedimentary structures, such as cross‐bedding, inclined stratification and erosional surfaces, which range in scale from less than a metre to hundreds of metres. 3D depth migration of the common‐offset GPR data produces data volumes within which the inclined surfaces and erosional surfaces are visible. Correlation between fluid permeability, clay content, instantaneous frequency and instantaneous amplitude of the GPR data provides estimates of the 3D distribution of fluid permeability and clay content. 相似文献
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Conventional seismic analysis of gravity dams assumes that the behaviour of the dam–water–soil system can be represented using a 2‐D model since dam vertical contraction joints between blocks allow them to vibrate independently from each other. The 2‐D model assumes the reservoir to be infinite and of constant width, which is not true for certain types of reservoirs. In this paper, a boundary element method (BEM) model in the frequency domain is used to investigate the influence of the reservoir geometry on the hydrodynamic dam response. Important conceptual conclusions about the dam–reservoir system behaviour are obtained using this model. The results show that the reservoir shape influences the seismic response of the dam, making it necessary to account for 3‐D effects in order to obtain accurate results. In particular, the 3‐D pressure and displacement responses can be substantially larger than those computed with the 2‐D model. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
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面向油藏开发地质问题的精细储层反演研究 总被引:1,自引:0,他引:1
垦71开发区块的主要产油层系为新近系的馆陶组河流相和古近系的东营组三角洲相地层,具有被断层复杂化的多油水系统。该区井网密集,储层厚度薄,横向关系复杂,储层与非储层速度差异小,后续开发方案调整所要求的精细储层描述难度较大。本文展示了以精细储层描述为目标的地震约束反演实例,利用多井地震、地质标定,结合三维构造解释成果,建立三维多断层精细约束地质模型。在此基础上,采用随机地震反演方法,进行了波阻抗、岩性等多种地层参数反演,较好地解决了该区薄互层储层精细描述问题,证实了精细储层反演技术在油田开发中的重要作用。 相似文献
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垦71开发区块的主要产油层系为新近系的馆陶组河流相和古近系的东营组三角洲相地层,具有被断层复杂化的多油水系统。该区井网密集,储层厚度薄,横向关系复杂,储层与非储层速度差异小,后续开发方案调整所要求的精细储层描述难度较大。本文展示了以精细储层描述为目标的地震约束反演实例,利用多井地震、地质标定,结合三维构造解释成果,建立三维多断层精细约束地质模型。在此基础上,采用随机地震反演方法,进行了波阻抗、岩性等多种地层参数反演,较好地解决了该区薄互层储层精细描述问题,证实了精细储层反演技术在油田开发中的重要作用。 相似文献
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Multi‐dimensional analyses of the SEAM controlled source electromagnetic data—the story of a blind test of interpretation workflows 下载免费PDF全文
Hung‐Wen Tseng Jack Stalnaker Lucy M. MacGregor Rolf V. Ackermann 《Geophysical Prospecting》2015,63(6):1383-1402
Using a subset of the SEG Advanced Modeling Program Phase I controlled‐source electromagnetic data, we apply our standard controlled‐source electromagnetic interpretation workflows to delineate a simulated hydrocarbon reservoir. Experience learned from characterizing such a complicated model offers us an opportunity to refine our workflows to achieve better interpretation quality. The exercise proceeded in a blind test style, where the interpreting geophysicists did not know the true resistivity model until the end of the project. Rather, the interpreters were provided a traditional controlled‐source electromagnetic data package, including electric field measurements, interpreted seismic horizons, and well log data. Based on petrophysical analysis, a background resistivity model was established first. Then, the interpreters started with feasibility studies to establish the recoverability of the prospect and carefully stepped through 1D, 2.5D, and 3D inversions with seismic and well log data integrated at each stage. A high‐resistivity zone is identified with 1D analysis and further characterized with 2.5D inversions. Its lateral distribution is confirmed with a 3D anisotropic inversion. The importance of integrating all available geophysical and petrophysical data to derive more accurate interpretation is demonstrated. 相似文献