遵义市海龙坝地下水水质评价与预测的GIS系统     

向速林 《地质灾害与环境保护》2005,16(3):287-289

遵义市海龙坝地下水水质评价与预测的GIS系统是以遵义市海龙坝地下水水质评价与预测为研究对象．介绍了基于GIS的地下水水质评价及预测系统的总体设计以及系统实现的功能。并以模糊综合评判模型为例，详细阐述了地下水水质评价与预测系统所实现的评价和预测功能。  相似文献   

Gravity constraints on the dynamics of the crust–mantle system during Calabrian subduction     

A. M. Marotta  R. Barzaghi  A. Borghi  E. Spelta 《Geophysical Journal International》2007,171(3):977-985

The thermomechanic evolution of the lithosphere–upper mantle system during Calabrian subduction is analysed using a 2-D finite element approach, in which the lithosphere is compositionally stratified into crust and mantle. Gravity and topography predictions are cross-checked with observed gravity and topography patterns of the Calabrian region. Modelling results indicate that the gravity pattern in the arc-trench region is shaped by the sinking of light material, belonging to both the overriding and subduction plates. The sinking of light crustal material, up to depths of the order of 100–150 km is the ultimate responsible for the peculiar gravity signature of subduction, characterized by a minimum of gravity anomaly located at the trench, bounded by two highs located on the overriding and subducting plates, with a variation in magnitude of the order of 200 mGal along a wavelength of 200 km, in agreement with the isostatically compensated component of gravity anomaly observed along a transect crossing the Calabrian Arc, from the Tyrrhenian to the Ionian Seas. The striking agreement between the geodetic retrieved profiles and the modelled ones in the trench region confirms the crucial role of compositional stratification of the lithosphere in the subduction process and the correctness of the kinematic hypotheses considered in our modelling, that the present-day configuration of crust–mantle system below the Calabrian arc results from trench's retreat at a rate of about 3 cm yr⁻¹, followed by gravitational sinking of the subducted slab in the last 5 Myr.  相似文献   

Centrifuge Modeling of Rock Slopes Susceptible to Block Toppling   总被引：2，自引：0，他引：2  

J. H. Zhang  Z. Y. Chen  X. G. Wang 《Rock Mechanics and Rock Engineering》2007,40(4):363-382

Summary This paper presents the results of centrifuge tests that were aimed at validating the Goodman-Bray method for rock slope toppling analysis. The Goodman-Bray method was extended by the authors to accommodate non-persistent basal planes of rock columns. Two gypsum column models, with and without anchors were used to represent the failure modes. Measured critical centrifuge accelerations were in agreement with the results obtained from numerical modeling. A background of the toppling slope failures associated with a large hydropower project in China instigated the need for the centrifuge study. The centrifuge model tests used an artificial rock. The observed failure mode did not follow a straight failure plane as proposed by Goodman and Bray. The failures revealed a bi-planar slip surface with a deep-seated portion near the toe of the slope. The outcomes of the centrifuge tests illustrated the need to search for the critical failure surface when performing a toppling analysis. The search technique is similar to that usually performed in a conventional sliding analysis.  相似文献   

A Combined Three-Dimensional Geological-Geostatistical-Numerical Model of Underground Excavations in Rock   总被引：1，自引：1，他引：1  

M. Stavropoulou  G. Exadaktylos  G. Saratsis 《Rock Mechanics and Rock Engineering》2007,40(3):213-243

Summary. This paper exploits geological and borehole geotechnical data obtained in the exploratory phase of a tunneling project to investigate in a first place if the kriging interpolation scheme may effectively reproduce the spatial variability of rock mass quality (Rock Mass Rating, RMR) in the vicinity of tunnels. For this purpose a quick solver in Fortran has been developed that performs variography analysis of 3D spatial data, fast kriging estimations of RMR between borehole sampling locations at the centroids of the elements of the numerical model, and model validation. For the purpose of an integrated underground excavation design, a step further is made by incorporating into the 3D mechanical numerical model of the rock mass, the three-dimensional (3D) solid geological model, thus coupling the geology with the ground (geotechnical) model (i.e. each element of the numerical model is assigned a geological material). The mechanical properties of each finite difference cell (or Representative Elementary Volume) of the ground model were then prescribed according to its geological type, the spatial heterogeneity of the rock mass expressed quantitatively with the kriging model, and the upscaling calculations of the mechanical properties of the intact rocks determined in the laboratory, based on the size-effect (strength dependence on size) and Damage Theory. Furthermore, a preliminary numerical simulation of the advance of unsupported tunnels in the model of the heterogeneous rock mass was performed for illustration purposes.  相似文献   

Controlled Fracture Growth by Blasting While Protecting Damages to Remaining Rock     

S. S. Rathore  S. Bhandari 《Rock Mechanics and Rock Engineering》2007,40(3):317-326

Summary. Conventional blasting causes cracks and fractures in the rock. Controlled blasting techniques produce the macrocrack in a desired direction and eliminate microcrack in the remaining rock. Macrocrack development in desired direction is required for extraction of dimensional stone and at the same time there is need to reduce microcrack development in the block and remaining rock. To achieve the objectives, experimental work in the quarries was carried out for separating marble block from the in situ strata as practiced in some of the Indian mines by using detonating cord of 30 to 50 g/m by varying hole spacing, hole diameter, air cushioning, water and sand filled blast-holes. Blasthole notching was carried out. Further, tests were carried out by using various liners inside the blasthole to determine the damages in the extracted block and remaining rock. The designed experimental work was undertaken and rock samples were collected by coring before and after blasting for quantification of microcrack in the rock. P-wave velocity and microscopic studies were conducted for quantification of damages. Experiments were also conducted at laboratory scale for the quantification of damages in single circular and notched holes with variation of stemming and liners. The P-wave velocity close to hole always reduces after blast and in case of NG-based charge and detonating cord it decreases up to 1/3^rd. With PVC pipe and paper tube liners decrease is negligible. Thus, by using notched hole with paper tube, decrease in P-wave is minimum indicating least damage.  相似文献   

Performance Prediction of Circular Diamond Saws from Mechanical Rock Properties in Cutting Carbonate Rocks   总被引：2，自引：0，他引：2  

M. Fener  S. Kahraman  M. O. Ozder 《Rock Mechanics and Rock Engineering》2007,40(5):505-517

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Digital Image Based Approach for Three-Dimensional Mechanical Analysis of Heterogeneous Rocks   总被引：2，自引：0，他引：2  

S. Chen  Z. Q. Yue  L. G. Tham 《Rock Mechanics and Rock Engineering》2007,40(2):145-168

Summary This paper presents a digital image based approach for three-dimensional (3-D) numerical simulation and failure analysis of rocks by taking into account the actual 3-D heterogeneity. Digital image techniques are adopted to extract two-dimensional (2-D) material heterogeneity from material surface images. The 2-D image mesostructures are further extrapolated to 3-D cuboid mesostructures by assuming the material surface as a representation of the inner material heterogeneity within a very small depth. The iterative milling and scanning system is set up to generate the 3-D rock mesostructures. A Hong Kong granite specimen is used as an example to demonstrate the procedure of 3-D mesostructure establishment. The mechanical responses and failure process under the conventional Brazilian tensile test condition are examined through numerical analyses. The stress distribution, crack propagation process and failure model of heterogeneous material cases are simulated with a finite difference software. The numerical results indicate that material heterogeneity plays an important role in determining the failure behavior of rocks under external loading.  相似文献   

生态屏障约束下的综合功能区划研究——以云南省昭通市为例(英文)     

杜瑜  王传胜  赵海英  杨晓光 《地理学报(英文版)》2007,(3)

Ecological shelter zones reconstruction is an ecosystem restoration and conserva-tion project aimed to the ecological safety of nations,regions and basins. Reconstruction of ecological shelter zones of the upper reaches of the Yangtze River became one of the most important tasks of Western Development strategy. This article,taking Zhaotong as an exam-ple,studies the functional regionalization of ecological shelter zones. The study supplies a case for functional regionalization of small and medium regions whose main tasks are envi-ronment reservation. With the guidance of theories of functional regionalization,and based on the analysis of Zhaotong's natural,ecological and socioeconomic factors,the paper suggests five principles for factors selection. These principles include: (1) reversing order evaluation; (2) selecting main factors; (3) keeping the integrality of administrative regions of towns; and (4) making the products acceptable by local government. To analyze spatial status of selected factors,LUCC data in 2002,1:50,000 relief maps and town-unit socioeconomic statistical data in 2004 are used. RS and GIS tools are also applied to melt traditional and modern geo-graphical methods. This would be useful to functional regionalization research in mountain-ous areas. As a conclusion,the leading functional regions of ecological conservation or economic development are suggested,respectively. Zhaotong city is divided into two-level functional regions. The first-level includes three leading functional regions and they will lead developing direction of sub-regions. The second-level includes eight sub-regions,which are policy implemented regions,and will supply guidance to Zhaotong's ecological shelter zones reconstruction.  相似文献   

河南省主体功能区划分的主导因素研究   总被引：5，自引：6，他引：5  

张莉  冯德显 《地域研究与开发》2007,26(2):30-34

推进形成主体功能区是我国"十一五"及今后一段时期一项重要而又紧迫的任务,是我国经济社会发展的一个重要战略调整和转变.作者在全面分析河南省独特的自然条件和经济社会发展特征的基础上,认为:自然条件的过渡性是影响河南省主体功能区划分的本底因素;土地、水等重要资源严重不足并且开发利用强度高成为主体功能区划分的刚性限制因素;生态环境较高的敏感性和脆弱性是主体功能区划分尤其是对禁止开发区和限制开发区的划定作用显著;工业化和城镇化的快速发展带来的全省经济的高增长势头和未来区域经济发展的格局是主体功能区划分需要把握的重要经济属性.  相似文献   

A formula for computing the gravity disturbance from the second radial derivative of the disturbing potential   总被引：6，自引：0，他引：6  

J. Li 《Journal of Geodesy》2002,76(4):226-231

 A formula for computing the gravity disturbance and gravity anomaly from the second radial derivative of the disturbing potential is derived in detail using the basic differential equation with spherical approximation in physical geodesy and the modified Poisson integral formula. The derived integral in the space domain, expressed by a spherical geometric quantity, is then converted to a convolution form in the local planar rectangular coordinate system tangent to the geoid at the computing point, and the corresponding spectral formulae of 1-D FFT and 2-D FFT are presented for numerical computation. Received: 27 December 2000 / Accepted: 3 September 2001  相似文献