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从江县翁浪金矿床容矿岩石与围岩蚀变及其找矿标志 总被引:1,自引:7,他引:1
文章简单介绍了构造蚀变岩型金矿翁浪金矿床的容矿岩石和围岩蚀变特征,指出该类矿床的找矿标志,对进一步寻找此类矿床有一定的意义。 相似文献
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Methodology for construction, calibration and validation of a national hydrological model for Denmark 总被引:13,自引:0,他引:13
Hans Jrgen Henriksen Lars Troldborg Per Nyegaard Torben Obel Sonnenborg Jens Christian Refsgaard Bjarne Madsen 《Journal of Hydrology》2003,280(1-4):52-71
An integrated groundwater/surface water hydrological model with a 1 km2 grid has been constructed for Denmark covering 43,000 km2. The model is composed of a relatively simple root zone component for estimating the net precipitation, a comprehensive three-dimensional groundwater component for estimating recharge to and hydraulic heads in different geological layers, and a river component for streamflow routing and calculating stream–aquifer interaction. The model was constructed on the basis of the MIKE SHE code and by utilising comprehensive national databases on geology, soil, topography, river systems, climate and hydrology. The present paper describes the modelling process for the 7330 km2 island of Sjælland with emphasis on the problems experienced in combining the classical paradigms of groundwater modelling, such as inverse modelling of steady-state conditions, and catchment modelling, focussing on dynamic conditions and discharge simulation. Three model versions with different assumptions on input data and parameter values were required until the performance of the final, according to pre-defined accuracy criteria, model was evaluated as being satisfactory. The paper highlights the methodological issues related to establishment of performance criteria, parameterisation and assessment of parameter values from field data, calibration and validation test schemes. Most of the parameter values were assessed directly from field data, while about 10 ‘free’ parameters were subject to calibration using a combination of inverse steady-state groundwater modelling and manual trial-and-error dynamic groundwater/surface water modelling. Emphasising the importance of tests against independent data, the validation schemes included combinations of split-sample tests (another period) and proxy-basin tests (another area). 相似文献
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冻土蠕变的渐进屈服准则 总被引:3,自引:5,他引:3
基于冻土蠕变的现象分析表明,冻土蠕变的破坏是由于冻土中非弹性变形积累的结果,在冻土的任何变形阶段都存在着非弹性变形。非弹性变形的积累在一定条件下导致了冻土渐进屈服的出现,渐进屈服反过来又促进了冻土蠕变的进一步增加。 相似文献
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红土型金矿床的地质特征、成矿条件及找矿评价标志 总被引:16,自引:0,他引:16
红土型金矿是80年代新发现的金矿类型,它可分为初生型和改造型两类。矿床规模大,矿体成层状、似层状和透镜体,产状平缓。矿石呈松散状,品位低,金主要呈次显微状或微粒状的游离自然金存在,其沉淀富集主要发生在地下水流动带。形成红土型金矿的条件为:相对稳定的地质区及地台区,存在含金矿源体,古气候为热带雨林和热带稀树干草原气候,准平原及低山丘陵地貌,找矿评价标志为:发育红土型风化壳是找矿前提,金矿源体存在是找矿基础,化探异常、红土发育区残留的“硅帽”及红土化剖面中的铁质带为重要的找矿标志,网纹状红土下面的高岭土层为矿体顶板的标志层,砂金为指示其上游红土发育区可能存在红土型金矿的标志 相似文献
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丰城洛市地区推,滑覆构造特征及其成因探讨 总被引:2,自引:0,他引:2
介绍了洛市地区推、滑覆构造特征、运动学标志及其形成时期、成因模式。 相似文献
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山西阳高堡子湾金矿地质特征及找矿标志 总被引:1,自引:0,他引:1
堡子湾金矿位于华北地台北缘天镇断拱东部阳高凸起区,是与印支未--海西期火山一次火岩有关的隐爆角砾岩型金矿床。成矿物质主要来自重熔型岩源--石英二长(斑)岩,隐爆角砾岩为容矿岩石,与隐爆带总体走向平行的张扭性断裂为导矿构造,隐爆角砾岩的内部裂隙及角砾间隙,是良好的储矿构造。 相似文献
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Although seismic isolation rubber bearings in bridges and buildings have proven to be a very effective passive method for reducing earthquake‐induced forces, a detailed mechanical modeling of the rubber that is used in bearings under large strains has not been established. Therefore, a 3D model of failure behavior and the design criteria for the safety evaluation of seismic isolation bearings have not yet been developed. This paper presents: (1) correlation‐based template‐matching algorithms to measure large strain fields of continua; (2) a failure criterion for rubber; and (3) the design criteria for the safety evaluation of laminated algorithms, data‐validation algorithms were developed and implemented to eliminate possible unrealistic displacement vectors present in the measured displacement field. The algorithms were successfully employed in the strain field measurement of LRB and rubber materials that are subjected to failure. The measured local strains for rubber material at failure were used to develop a failure criterion for rubber. The validity of the proposed criterion was evaluated by applying it to the LRB; the criterion was introduced into a 3D finite element model of LRB, compared with the experimental results of bearings failure, and verified. Finally, design criteria are proposed for LRB for the safety evaluation. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
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