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101.
江西银坑矿田的牛形坝-柳木坑矿床是赣南于都-赣县矿集区典型的金银铅锌多金属矿床。根据野外调研、系统矿相学研究和电子探针成分分析,表明铋在牛形坝-柳木坑矿床中是一种重要的伴生矿化金属元素,呈独立矿物或呈微细矿物包体分布在早期硫化物内部或边缘。铋矿物种类丰富,主要包括块硫铋银矿、硫铋银矿、板硫铋铜铅矿、针硫铋铅矿、硫铜铋矿、库辉铋铜铅矿、辉碲铋矿等。与同一矿集区石英脉型盘古山钨铋矿床相比,两矿床铋矿物种类均出现Pb-Ag-Bi-S、Te-Bi-S元素组合,赋存形式和含量有所不同,Cu-Pb-Bi-S元素组合仅在牛形坝-柳木坑矿床出现。矿床属于Au-Bi-(低Te)-S体系,铋盐矿物形成于中低温、中高密度、低盐度的成矿环境。从岩浆中分馏出来的成矿流体发生减压沸腾迫使大量蒸汽相逸散,硫逸度增加,铋主要以硫络合物形式运移,随着黄铁矿等硫化物沉淀,硫被大量消耗形成金矿物和碲化物(碲银矿)。成矿流体演化过程中由于温度和硫逸度进一步降低导致在成矿后期沉淀出大量铋硫盐矿物。成矿过程中的Bi促进金的迁移富集。铋矿物在两矿床中的赋存特征、化学成分、形成环境以及沉淀机制等表现出差异,说明铋具有成矿选择性,起到对成矿物质示踪的作用。 相似文献
102.
古构造应力场是构造动力学研究中的一个重要内容,且断层滑动数据古应力反演已经成为古构造应力场恢复研究中比较常用的重要方法之一。近年来,断层滑动数据古应力反演方法研究和应用取得了一系列重要进展,但有关反演结果的解释仍存歧义,反演结果的影响因素及其误差范围等并未得到深入研究与定量分析。本文总结指出,影响断层滑动数据古应力反演结果的主要因素包括变形体制、剪切破裂面类型、断层面的形态以及地质体内薄弱面的存在等。在此基础上,分别对新生断层和先存薄弱面滑动数据的古应力反演综合误差进行了定量分析。研究指出,在可以大致厘定变形体制或误差在允许范围内的前提下,将断层滑动数据反演结果解释为应力状态是合理可行的。各种因素导致的反演误差定量分析表明,同一期构造应力场形成的破裂面滑动数据的古应力方位反演误差最大不超过35°。换言之,在没有证据表明存在不同期次的应力作用情况下,主应力方位变化小于35° 的应力状态,可以划归同一期应力场。 相似文献
103.
赣南淘锡坑石英脉型钨矿床成矿机制探讨:来自流体包裹体的证据 总被引:1,自引:1,他引:0
赣南地区淘锡坑钨矿床是典型的大型石英脉型钨锡多金属矿床。矿体赋存于震旦系浅变质砂(板)岩,并延伸至深部花岗岩内,按空间产出位置分为内带矿体和外带矿体,包括宝山、西山、烂埂子、枫岭坑4大脉组,矿体产出各不相同,矿物组合也具有明显分带特征。在详细的岩相学研究基础上,文章选择淘锡坑主成矿期石英为研究对象,并与共生黑钨矿作对比,从空间角度开展不同脉组、不同矿体或中段的流体包裹体的对比研究。根据流体包裹体岩相学,石英包裹体类型有H_2O-NaCl型包裹体(Ⅰ型)、H_2O-NaCl-CO_2型包裹体(Ⅱ型)和纯CO_2体系裹体(Ⅲ型)及少量含石盐子晶的多相包裹体,并同时捕获贫CO_2的盐水溶液包裹体和纯CO-2气相包裹体。包裹体显微测温结果显示:内、外带石英脉气液两相的包裹体均具有较宽温度和盐度范围,外带均一温度和盐度w(NaCl_(eq))分别集中于200~220℃、1%~6%,内带均一温度和盐度w(NaCleq)分别集中于100~220℃、3%~7%,流体为中-低盐度、富含CO_2的H_2O-CO_2-NaCl体系,不同脉组不同矿脉之间对比结果均显示出多期成矿的特征。在矿脉形成过程中,流体的成分和温度在内外接触带有明显变化,表明岩体与围岩接触界面是造成淘锡坑矿床内带矿体和外带矿体的成矿条件改变的转折位置,成矿流体在此附近发生CO_2逸失引起相分离的不混溶作用是成矿的主要因素。 相似文献
104.
Groundwater sustainability and groundwater/surface-water interaction in arid Dunhuang Basin,northwest China 总被引:1,自引:0,他引:1
Jingjing Lin Rui Ma Yalu Hu Ziyong Sun Yanxin Wang Colin P. R. McCarter 《Hydrogeology Journal》2018,26(5):1559-1572
The Dunhuang Basin, a typical inland basin in northwestern China, suffers a net loss of groundwater and the occasional disappearance of the Crescent Lake. Within this region, the groundwater/surface-water interactions are important for the sustainability of the groundwater resources. A three-dimensional transient groundwater flow model was established and calibrated using MODFLOW 2000, which was used to predict changes to these interactions once a water diversion project is completed. The simulated results indicate that introducing water from outside of the basin into the Shule and Danghe rivers could reverse the negative groundwater balance in the Basin. River-water/groundwater interactions control the groundwater hydrology, where river leakage to the groundwater in the Basin will increase from 3,114?×?104 m3/year in 2017 to 11,875?×?104 m3/year in 2021, and to 17,039?×?104 m3/year in 2036. In comparison, groundwater discharge to the rivers will decrease from 3277?×?104 m3/year in 2017 to 1857?×?104 m3/year in 2021, and to 510?×?104 m3/year by 2036; thus, the hydrology will switch from groundwater discharge to groundwater recharge after implementing the water diversion project. The simulation indicates that the increased net river infiltration due to the water diversion project will raise the water table and then effectively increasing the water level of the Crescent Lake, as the lake level is contiguous with the water table. However, the regional phreatic evaporation will be enhanced, which may intensify soil salinization in the Dunhuang Basin. These results can guide the water allocation scheme for the water diversion project to alleviate groundwater depletion and mitigate geo-environmental problem. 相似文献
105.
Landslide-prone slopes in earthquake-affected areas commonly feature heterogeneity and high permeability due to the presence of cracks and fissures that were caused by ground shaking. Landslide reactivation in heterogeneous slope may be affected by preferential flow that was commonly occurred under heavy rainfall. Current hydro-mechanical models that are based on a single-permeability model consider soil as a homogeneous continuum, which, however, cannot explicitly represent the hydraulic properties of heterogeneous soil. The present study adopted a dual-permeability model, using two Darcy-Richards equations to simulate the infiltration processes in both matrix and preferential flow domains. The hydrological results were integrated with an infinite slope stability approach, attempting to investigate the hydro-mechanical behavior. A coarse-textured unstable slope in an earthquake-affected area was chosen for conducting artificial rainfall experiment, and in the experiment slope, failure was triggered several times under heavy rainfall. The simulated hydro-mechanical results of both single- and dual-permeability model were compared with the measurements, including soil moisture content, pore water pressure, and slope stability conditions. Under high-intensity rainfall, the measured soil moisture and pore water pressure at 1-m depth showed faster hydrological response than its simulations, which can be regarded as a typical evidence of preferential flow. We found the dual-permeability model substantially improved the quantification of hydro-mechanical processes. Such improvement could assist in obtaining more reliable landslide-triggering predication. In the light of the implementation of a dual-permeability model for slope stability analysis, a more flexible and robust early warning system for shallow landslides hazard in coarse-textured slopes could be provided. 相似文献
106.
Journal of Oceanology and Limnology - Molecular investigations have raised concerns about the ecological risks of green tides caused by alien Ulva species in new habitats. The green tide-forming... 相似文献
107.
Journal of Oceanology and Limnology - Melosira is one of the most common diatom genera found in freshwater ecosystems. There are many freshwater species of Melosira, of which M. varians is the most... 相似文献
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