新桥硫-多金属矿床含硫磁铁矿体地质特征及成因探讨     

陈彬 《化工矿产地质》2003,25(3):173-178

通过对新桥硫-多金属矿床含硫磁铁矿矿体赋存空间、构造环境、岩矿组合、围岩蚀变等宏观地质特征的研究,并结合微量元素,硫、铅、氢、氧同位素、矿物包体测温等资料综合分析认为:本区成矿物质来源为中深相幔源岩浆或同熔岩浆,进而研究矿床含硫磁铁矿体应属高温热液交代-后期热液叠加改造成因类型。  相似文献   

个旧锡矿区构造岩稀土元素特征及其找矿意义   总被引：3，自引：0，他引：3  

马德云陶琰  高振敏张欢 吴学益 《地质与勘探》2003,39(6):37-38

个旧锡多金属矿床明显受断裂的控制。断裂(裂隙)的构造岩分析结果表明，构造岩稀土元素的特征与矿石一致，且它们有相同的来源，而与围岩具有明显的差别。矿区强烈的花岗岩岩浆汽热活动造成构造岩的稀土明显富集。根据稀土元素的分布异常圈定了隐伏矿床(体)找矿靶区，经钻孔验证已见成效。  相似文献   

金沙江上游某巨型复合型滑坡的基本特征及稳定性分析   总被引：6，自引：0，他引：6  

石豫川  冯文凯  叶志平  胥良 《地质灾害与环境保护》2003,14(4):11-15,42

在对西南某水电站库区一特大型、多期复合型滑坡所处的工程环境条件、自身结构及各期次滑坡体物质组成特征认真调查和研究的基础上．结合ESR测龄试验研究，对该滑坡的变形破坏机制及形成年代进行了综合分析，并对其稳定性进行了定性评价。  相似文献   

新疆富蕴县蒙库铁矿床地质特征及成因分析   总被引：20，自引：0，他引：20  

李嘉兴  姜俊  胡兴平  康吉昌  尹意求 《新疆地质》2003,21(3):307-311

蒙库铁矿床位于西伯利亚板块的阿尔泰活动陆缘麦兹晚古生代陆内裂谷盆地，并产于该盆地北东缘的中部，即麦兹倒转紧闭复式向斜的北东倒转翼中部．容矿地层为下泥盆统康布铁堡组的下亚组，铁矿体严格受NIⅣ走向的铁木下尔滚次级紧闭向斜构造控制，并产于向斜构造的核部．控矿断层可能是由铁木下尔滚次级紧闭向斜和巴寨区域性断裂联合作用产生的次级断裂构造．蒙库铁矿床的赋矿围岩主要为前进区域变质作用产生的角闪更长片麻岩，局部可见断裂混合岩化现象．近矿围岩蚀变甚弱，主要表现为夕卡岩化作用，出现了石榴子石、绿帘石、钙铁辉石、透闪石等夕卡岩矿物．其成因类型属喷流沉积-变质改造-岩浆热液叠加富集型多因复成铁矿床．  相似文献   

川西及松辽南部油气微渗漏动力学模拟   总被引：3，自引：2，他引：3  

夏响华  陈银节  姚俊梅  朱怀平 《物探与化探》2003,27(6):458-461

选择川西孝泉-新场气田和松辽南部后五家户气田为研究区,采集14口井井中化探样品,测试热释烃、酸解烃、荧光等指标,进行了烃类垂向微运移的研究.由于岩石物性的影响,热释烃、荧光等指标显示不同程度的正向梯度,但酸解烃指标在油气田井中局部层段垂向分布特征显示负向梯度,或与其它化探指标没有相关关系.建立相应的微渗漏模型,并进行动力学模拟,模拟结果和实测资料较吻合.  相似文献   

塔里木板块南缘早古生代沉积特征及构造背景探讨     

蔺新望 《陕西地质》2003,21(1):45-51

塔里木板块南缘早古生代时期继承了震旦纪的古地理格局，处于浅海陆棚—半深海环境，沉积了一套海相碳酸盐岩和碎屑岩地层。根据区域地层划分、古生物化石和最新的同位素测年数据，确定了塔里林板块南缘地层时代为早古生代。通过沉积学和地球化学方法初步分析，确定了该地区为早古生代的大地构造背景—具有被动大陆边缘性质。因此，系统研究塔里木板块南缘早古生代沉积地层，对于重塑早生代以来该区板块构造格局及演化历史有重要地质意义。  相似文献   

Modelling the effects of temperature and food on individual growth and reproduction of Daphnia and their consequences on the population level     

Karsten Rinke  Thomas Petzoldt 《Limnologica》2003,33(4):293-304

Individual based simulations of population dynamics require the availability of growth models with adequate complexity. For this purpose a simple-to-use model (non-linear multiple regression approach) is presented describing somatic growth and reproduction of Daphnia as a function of time, temperature and food quantity. The model showed a good agreement with published observations of somatic growth (r² = 0.954, n = 88) and egg production (r² = 0.898, n = 35). Temperature is the main determinant of initial somatic growth and food concentration is the main determinant of maximal body length and clutch size. An individual based simulation was used to demonstrate the simultaneous effects of food and temperature on the population level. Evidently, both temperature and food supply affected the population growth rate but at food concentrations above approximately 0.4 mg Cl⁻¹ Scenedesmus acutus temperature appeared as the main determinant of population growth.

Four simulation examples are given to show the wide applicability of the model: (1) analysis of the correlation between population birth rate and somatic growth rate, (2) contribution of egg development time and delayed somatic growth to temperature-effects on population growth, (3) comparison of population birth rate in simulations with constant vs. decreasing size at maturity with declining food concentrations and (4) costs of diel vertical migration. Due to its plausible behaviour over a broad range of temperature (2–20 °C) and food conditions (0.1–4 mg Cl⁻¹) the model can be used as a module for more detailed simulations of Daphnia population dynamics under realistic environmental conditions.  相似文献   

Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters     

Chunxiang Li  Yanxia Liu 《地震工程与结构动力学》2003,32(5):671-690

The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1～US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

青藏铁路抛石路基的温度特性研究   总被引：12，自引：8，他引：12  

赖远明  张鲁新  徐伟泽  米隆 《冰川冻土》2003,25(3):291-296

铁路道渣和片石铺层的对流换热为多孔介质的热传导问题，根据多孔介质中流体热对流的连续性方程、动量方程和能量方程，应用伽辽金法导出了多孔介质对流换热的有限元公式，并对抛石路基和传统道渣路基在未来25a创温度变化进行了预报分析和比较．计算结果表明，在150cm的抛石厚度，片石直径为10cm，年温度较差30℃的倩况下，在路基中心线y＝一5m处，抛石路基下的冻土温度要比传统路基的温度低2．45℃，抛石路基有对其下面的冻土提供冷能的制冷作用，可以保证冻土路基的稳定．因此，推荐该种路基作为青藏铁路高温冻土区的路基结构，可以最大限度地保护冻土区的铁路．  相似文献   

用卫星高光谱数据提取江西德兴铜矿矿山废水的pH值污染指标     

刘圣伟  甘甫平  王润生 《地质通报》2003,(Z1)

在对德兴铜矿矿山废水的光谱特征深入分析研究的基础上,总结了不同类型水体(酸性水、碱性水以及河流水)的特征光谱,并利用地物谱特征开展矿山废水pH值污染指标提取研究。针对水体光谱反射率低、特征光谱不明显的特点,采用矿区卫星Hyperion高光谱数据,应用ISA算法和掩膜技术识别出水体分布并进一步与MNF变换有效结合,根据波段散点图进行不同pH值水体的有效分割。为矿山废水污染的诊断和监测提供了新技术和理论支撑。  相似文献