呼图壁地下储气库部分区域地表垂直形变机理研究   总被引：4，自引：1，他引：3  

李杰  李瑞  王晓强  石新朴  郑黎明  阿卜杜塔伊尔?亚森  孙小旭  陈述江  方伟  程瑞忠 《中国地震》2016,32(2):407-416

利用在呼图壁地下储气库开展的2013~2015年7期二等水准测量获得的高差数据,对受地表气井压力变化影响而发生的地下储气库地表垂直变形进行了分析。研究表明,呼图壁地下储气库区的地表变形除了构造成因引起的盆地下沉以外,其他成因有2个方面:一个是呼图壁地区的地下水超采影响着该地区的地表垂直变化;另一个是储气库集采气期间受井口压力变化影响的地表沉降,根据计算,储气库每MPa气井压力变化影响到的地表变化为0.625~1.125mm。  相似文献   

地下流体数据处理与产品加工软件系统设计     

刘春国  李正媛  王建国  张彬  樊春燕  陈华静 《中国地震》2014,30(2):260-271

在"十一·五"背景场探测项目"前兆数据处理软件系统"总体设计的框架下,以满足背景场项目完成后国家地下流体台网中心所有常规和应急产出产品的数据处理、加工制作需求为目标,对地下流体数据处理与产品加工软件系统的功能、处理模型与数据库结构进行了设计,并对主要的处理模型进行了测试。软件系统设计已经通过地下流体学科专家组的评审,被背景场项目实施组采纳。  相似文献   

Prediction of Impacts Caused by South-to-North Water Diversion on Underground Water Level in Shijiazhuang     

HAN Kang-qin  LIU Jian  HAN Lei-lei  HAN Wen-ling  ZHANG Yun-xiao 《地下水科学与工程》2014,2(2):27-33

After implementation of the South-to-North Water Diversion Project which has attracted worldwide attentions, new surface water sources would be added and, accordingly, mining of groundwater for industrial and living water would be reduced to ease the mining pressure of the underground water and abate the decline of the water level in the depression centers of Shijiazhuang and the whole intake area. Numerical model was established in this paper to respectively calculate the underground water level in 2020 based on three schemes including mining status of underground water, urban water resource planning of South-to-North water diversion in Shijiazhuang and Hutuo River infiltration with artificial regulation and storage. It is estimated that after implementation of the South-to-North Water Diversion Project, the buried depth of groundwater of depression centers in Shijiazhuang in 2020 will increase by 28.5~41.09 m comparing with that without water supply through South-to-North water diversion  相似文献   

Variable Phanerozoic thermal history in the Southern Canadian Shield: Evidence from an apatite fission track profile at the Underground Research Laboratory (URL), Manitoba     

Shimon Feinstein  Barry Kohn  Richard Everitt 《Tectonophysics》2009,475(1):190-199

Analysis of a 1.15 km deep apatite fission track (AFT) thermochronology profile at the Underground Research Laboratory (URL), in the southwestern Canadian Shield suggests two Phanerozoic heating and cooling episodes indicating significant, previously unsuspected, Phanerozoic heat flow variations. Phanerozoic temperature and heat flow variations are temporally associated with burial and erosion of the Precambrian crystalline shield and its overlying Phanerozoic successions, which are now eroded completely. Maximum Phanerozoic temperatures occurred in the late Paleozoic when the geothermal gradient is estimated to have been ~ 40-50 °C/km (compared to a present day gradient of ~ 14 ± 2 °C/km) and the sedimentary cover was ~ 800-1100 m thick. Our thermal history models, confirm regional stratigraphic relationships that suggest that the Paleozoic succession was completely eroded prior to beginning of Mesozoic sedimentation. A second heating phase occurred during Late Cretaceous-Paleogene burial when the geothermal gradient is estimated to have been ~ 20-25 °C/km and the Mesozoic and Cenozoic succession was ~ 1200 to 1400 m thick. The Phanerozoic thermal history at the URL site shows a pattern similar to that inferred previously for the epicratonic Williston Basin, the centre of which lies several 100 km to the west. This implies a common regional thermal history for cratonic rocks underlying both the basin and the currently exposed shield. It is suggested that the morphotectonic differences between the Williston Basin and the exposed shield at the URL are due to a dissimilar thermomechanical response to a common, but more complicated than previously inferred, Phanerozoic geodynamic history. The two Phanerozoic periods of variations in geothermal gradient (heat flow) were coeval with epeirogenic movements related to the deposition and erosion of sediments. These paleogeodynamic variations are tentatively attributed to far-field effects of orogenic processes occurring at the plate margin (i.e. the Antler and the Cordilleran orogenies) and the associated accumulation of cratonic seaway sedimentary sequences (Kaskaskia and Zuni sequences).  相似文献   

Numerical modelling of in situ behaviour of the Callovo–Oxfordian argillite subjected to the thermal loading     

Y. Jia  H.B. Bian  G. Duveau  K. Su  J.F. Shao   《Engineering Geology》2009,109(3-4):262-272

To enhance the understanding of thermal impact on the in situ behaviour of the Callovo–Oxfordian argillite, this paper presents an interpretation of an in situ heating experiment carried out in the Meuse/Haute Marne Underground Research Laboratory (M/HM URL). The argillite was heated successively by two constant heating powers: 277 W and 925 W. When subjected to thermal loading, the argillite exhibits an important volume change and a strong pore pressure response that significantly affect its hydraulic and mechanical behaviour. Numerical analysis has been performed by using a coupled theoretical formulation that incorporates a constitutive model especially developed for this material. Based on Biot's theory, this model includes the influence of interstitial pressure on the mechanical behaviour. The simulation obtained reproduces satisfactorily the results of the in situ experiment and the main observed patterns of behaviour. The interpretation and discussion of numerical results provide additional data that can help us to understand the thermo-hydromechanical behaviour concepts of saturated argillite formation.  相似文献   

临沂市地下空间开发利用现状及建议          下载免费PDF全文

刘美杰  李涛  禹文娟  张志立 《山东国土资源》2017,33(10)

随着城市化进程加快,城市建设需要更多的空间,开发利用城市地下空间已是首要解决的问题。近年来,面对用地供求矛盾日益加剧的严峻形势,临沂市积极转变发展理念,鼓励开发地下空间,建设公共设施、商业设施和文化娱乐设施,从单纯追求建筑高度和平面扩张,调整为协调推进空中、地上、地下开发的三维发展模式。该文以临沂市地下空间开发为例,系统分析开发模式、功能定位及利用现状,认为工作中缺乏整体规划,协调管理机制不健全,投资主体单一,提出了整合资源,严格执行规划,完善政策法规,出台优惠政策等对策建议,对破解城市发展用地难题,提高城市承载力具有一定借鉴作用。  相似文献   

黄河三角洲南部冲洪积扇区地下淡水调蓄条件研究     

王彦俊  于翠翠  刘咏明  韩晓静 《山东国土资源》2010,26(4):10-15

黄河三角洲南部冲洪积扇区浅层地下水由于长期大量开发利用,早已形成了区域性漏斗群。通过对漏斗区地下水赋存条件和调蓄条件的分析,提出了由新建的引黄主干渠引黄河水,采用河渠、坑塘内施工回灌引渗,以及丰水期大气降水地表径流拦蓄引渗和引黄河水引渗回灌联合调度的方案,并从调蓄资源增量、调蓄可行性和调蓄效益等方面进行了论证。  相似文献   

A 2.5D coupled FE-BE model for the prediction of railway induced vibrations     

P. Galvín  S. François  M. Schevenels  E. Bongini  G. Degrande  G. Lombaert 《Soil Dynamics and Earthquake Engineering》2010

Ground vibrations induced by railway traffic at grade and in tunnels are often studied by means of two-and-half dimensional (2.5D) models that are based on a Fourier transform of the coordinate in the longitudinal direction of the track. In this paper, the need for 2.5D coupled finite element-boundary element models is demonstrated in two cases where the prediction of railway induced vibrations is considered. A recently proposed novel 2.5D methodology is used where the finite element method is combined with a boundary element method, based on a regularized boundary integral equation. In the formulation of the boundary integral equation, Green's functions of a layered elastic halfspace are used, so that no discretization of the free surface or the layer interfaces is required. In the first case, two alternative models for a ballasted track on an embankment are compared. In the first model, the ballast and the embankment are modelled as a continuum using 2.5D solid elements, whereas a simplified beam representation is adopted in the second model. The free field vibrations predicted by both models are compared to those measured during a passage of the TGVA at a site in Reugny (France). A very large difference is found for the free field response of both models that is due to the fact that the deformation of the cross section of the embankment is disregarded in the simplified representation. In the second case, the track and free field response due to a harmonic load in a tunnel embedded in a layered halfspace are considered. A simplified methodology based on the use of the full space Green's function in the tunnel–soil interaction problem is investigated. It is shown that the rigorous finite element-boundary element method is required when the distance between the tunnel and the free surface and the layer interfaces of the halfspace is small compared to the wavelength in the soil.  相似文献   

地下连续墙钢筋笼安放施工技术          下载免费PDF全文

葛汉清  刘刚 《江苏地质》2009,33(1):60-63

结合苏州工业园区南环快速路东延工程地下连续墙施工,叙述在保证吊装长大钢筋笼和接头桩的安全性、可靠性、使被吊物体不发生弹性变形和降低抗弯强度的情况下,选择起重设备、确定吊点位置、配备吊具,并介绍接头桩、钢筋笼的吊装过程及注意事项。  相似文献   

某水电站地下洞室随机块体稳定性评价及系统锚固设计   总被引：19，自引：6，他引：13  

巨能攀  黄润秋许模 卢书强 《工程地质学报》2004,12(2):208-214

地下洞室中的随机块体是指由岩体中的随机节理或者基体裂隙构成的不确定性块体 ,在已建的地下厂房中 ,这类块体大量存在 ,这类块体的稳定性会对洞室的施工安全造成较大的影响。在设计中这类块体常常是通过系统锚杆进行加固 ,但由于块体位置随机性和几何特征的不确定性 ,使得系统锚杆的长度和间距很难确定。本文以某水电站的地下洞室为研究对象 ,在深入了解地质条件、岩体结构特点的基础上 ,找出可能构成随机节理的分布规律 ,再分析节理与节理、节理和Ⅰ、Ⅱ类确定性结构面可能的组合 ,得到可能的随机块体 ,然后采用块体理论评价其稳定性 ,得到随机块体的几何特征和稳定状况 ,总结出最优的锚杆长度 ,为地下洞室的系统锚杆长度的确定提供了理论依据  相似文献