Rejection of arsenic minerals in sulfide flotation — A literature review     

X. Ma  W.J. Bruckard 《International Journal of Mineral Processing》2009

Arsenic is one of the most dangerous inorganic pollutants and thus a penalty element in many base metal concentrates. Arsenic removal in sulphide flotation has been studied extensively with various approaches, including pre-oxidation of flotation pulp, E_h control during flotation and the use of selective depressants/collectors. Pre-oxidation of flotation pulp using oxidizing agents or aeration conditioning represents a simple approach in arsenic removal and was found effective in many cases. Selective flotation of arsenic minerals through E_h control has made significant advances in recent years with promising results achieved. In addition, various depressants and collectors have also been studied in arsenic removal. In this communication, the various approaches used in selective flotation of arsenic minerals are reviewed with emphasis on the development in recent years.  相似文献   

新疆晚古生代裂谷中同生断裂的控矿问题   总被引：1，自引：0，他引：1  

李明  胡庆雯  周圣华  田培仁 《地质与勘探》2009,45(1)

新疆晚古生代裂谷中同生断裂具有明显的控矿作用,体现出"三同一体"和多组断裂构造交会的区域构造特征.以构造的不同级别、期次,对矿带、矿田、矿床予以控制,在构造交会和构造复合地段使矿田或矿床就位.由于构造的近等距性发育,从而制约矿田或矿床的近等距分布,更由于裂谷同生断裂的多次开合和地质动力性质转换,形成了多层次、多形式、多矿种、多类型、且具有矿种分带性的综合矿产链.  相似文献   

A Numerical Study on the Screening of Blast-Induced Waves for Reducing Ground Vibration   总被引：1，自引：1，他引：0  

Dohyun Park  Byungkyu Jeon  Seokwon Jeon 《Rock Mechanics and Rock Engineering》2009,42(3):449-473

Blasting is often a necessary part of mining and construction operations, and is the most cost-effective way to break rock, but blasting generates both noise and ground vibration. In urban areas, noise and vibration have an environmental impact, and cause structural damage to nearby structures. Various wave-screening methods have been used for many years to reduce blast-induced ground vibration. However, these methods have not been quantitatively studied for their reduction effect of ground vibration. The present study focused on the quantitative assessment of the effectiveness in vibration reduction of line-drilling as a screening method using a numerical method. Two numerical methods were used to analyze the reduction effect toward ground vibration, namely, the “distinct element method” and the “non-linear hydrocode.” The distinct element method, by particle flow code in two dimensions (PFC 2D), was used for two-dimensional parametric analyses, and some cases of two-dimensional analyses were analyzed three-dimensionally using AUTODYN 3D, the program of the non-linear hydrocode. To analyze the screening effectiveness of line-drilling, parametric analyses were carried out under various conditions, with the spacing, diameter of drill holes, distance between the blasthole and line-drilling, and the number of rows of drill holes, including their arrangement, used as parameters. The screening effectiveness was assessed via a comparison of the vibration amplitude between cases both with and without screening. Also, the frequency distribution of ground motion of the two cases was investigated through fast Fourier transform (FFT), with the differences also examined. From our study, it was concluded that line-drilling as a screening method of blast-induced waves was considerably effective under certain design conditions. The design details for field application have also been proposed.  相似文献   

贵州后槽铝土矿古岩溶地貌控矿作用及找矿意义          下载免费PDF全文

刘旭  姬胜源  翁申富  赵爽 《地质找矿论丛》2022,37(1):27-37

后槽铝土矿区位于黔中遵义铝土矿带中部,受NE向岩溶盆地控制,发育众多形态各异的中、小型的溶洼、溶坑和溶沟,在这些溶蚀洼地中,沉积了下石炭统九架炉组含铝岩系.文章通过对后槽地区354个钻探工程揭露的含铝岩系厚度、矿体厚度及化学成分的系统统计分析,研究了该区岩溶古地貌特征及其控矿作用,并进行找矿靶区预测.研究结果表明,后槽...  相似文献   

道路工程平面坐标系的统一性理论研究     

范东明  苏勇  黄强  贺全兵  游为 《四川测绘》2011,(3):99-102

传统上道路工程勘测、设计、施工各单位统一采用以初测导线点处垂线为基准线、水准面为基准面的,把各相邻测站处局部水准面相连拼接成一个统一带状的平面坐标系统（定义为道路工程渐变平面坐标系）。本文提出顾及地球重力场模型,用GPS直接建立垂线和水准面系统的道路工程渐变平面坐标系的解决方案,从理论上统一了勘测坐标系（GPS平面坐标系）和设计、施工坐标系（道路工程渐变平面坐标系）,消除了其间存在的系统误差。  相似文献   

列车振动及其引起场地效应研究进展          下载免费PDF全文

郑海忠  严武建  王平  李福秀 《地震工程学报》2021,43(1):219-228

列车已经成为交通运输的首选工具和主力,特别是高速列车对经济和社会的发展有着重要作用。由于高速列车和传统列车相比较最大的特点是速度高,因此所产生的环境振动越厉害,使得列车运输系统与人们的生产生活的矛盾越发激烈。因此,高速列车运行产生的环境振动问题成为国际研究热点和前沿课题。文中总结国内外研究现状和进展,重点从列车振动的理论研究、数值计算研究、现场测试研究与分析和不同场地列车振动效应研究四方面进行详细阐述,同时对列车运行产生振动的传播特点、场地效应、振动预测以及振动控制进行总结及展望。  相似文献   

混凝土单桩对瑞利波的阻隔机理试验研究          下载免费PDF全文

赵大威  刘航  刘晶磊  张楠 《地震工程学报》2021,43(3):693-703

通过室外试验的方法绘制相对加速度的二维等值线图,并依据桩周土体的振动情况进行区域划分,进一步研究单桩几何尺寸变化时其周围土体振动区域的变化情况。结果表明:单桩桩前、桩两侧存在振动加强区,桩前的振动加强现象更强,以桩角处尤为明显;当桩长与波长的比值在0.109～0.840时,隔振区、反射区的面积增长幅度较大,而绕射区的面积则迅速减小,当比值在0.840～0.962时,隔振区、反射区以及绕射区的面积变化很小,数据趋于缓和;桩径与波长的比值对桩周振动区域的影响较大,随着比值在0.013～0.163之间增大,隔振区与反射区的面积分别增加了0.249 m~2、0.129 m~2,增长的速率均较快,而绕射区的面积以较快的速率降低了0.088 m~2;振源距与波长的比值对隔振区与反射区的面积影响较大,当比值在0.163～0.961时,隔振区与反射区的面积急速下降,当比值在0.961～1.068时,变化趋势趋于缓和,对于绕射区面积,随着比值的增加,绕射区的面积仅仅增加了0.037 m~2。  相似文献   

地铁列车曲线运行引起学校建筑物振动响应分析   总被引：1，自引：0，他引：1       下载免费PDF全文

夏志强  凌可胜  董克胜  徐小扣  沈威  方火浪 《地震工程学报》2021,43(6):1377-1386

地铁以其快捷、准时、运量大等优点,已成为重要的轨道交通形式,但由此引起的环境振动问题日益突出。针对杭州市地铁3号线曲线地段的某中学建设工程,利用有限元软件ABAQUS,对车辆-普通整体道床轨道系统的竖向耦合模型进行振动响应分析,得到考虑轨道高低不平顺影响的轨道振动源强。应用有限元软件MIDAS GTS/NX,建立双孔平行曲线盾构隧道-土-桩-建筑物系统的三维有限元模型。以轨道支点力作为激励对地铁列车运行时的隧道-土-桩-建筑物系统的振动响应进行计算,研究地铁振动波在地层中的传播规律和建筑物的动力响应特性。根据相关环境振动控制标准对建筑物的振动舒适性进行评价。结果表明：轨道加速度和扣件动支点力的最大值分别约为40 m/s²和30 kN;地层和建筑物的振动以竖向为主,水平Y向振动略大于水平X向振动;地面加速度随着距隧道中心线距离的增加而逐渐衰减;各建筑物楼层的振动主频位于16~40 Hz;部分建筑物楼层的振动响应水平已超出了规范的限值要求,建议对地铁轨道或建筑物采取适当的减振措施。  相似文献   

粘滞阻尼耗能连梁的超高层结构减震性能研究          下载免费PDF全文

隋    伍振平  申泽波  杨仁猛  罗峥 《世界地震工程》2021,(1):066-77

连梁作为剪力墙结构中的抗震第一道防线,其承载力和耗能能力对整体结构的抗震性能有重要影响。本文提出在连梁中附设粘滞阻尼器,利用阻尼器发生竖向剪切变形而耗能。结合实际工程研究粘滞阻尼耗能连梁的性能,采用ETABS和PERFORM-3D软件对粘滞阻尼耗能连梁结构与传统连梁结构进行有限元模拟对比分析,并对粘滞阻尼耗能连梁的各项最优参数进行研究。结果表明:粘滞阻尼耗能连梁充分发挥耗能作用,整体结构具有良好的抗震性能,与传统连梁结构相比,主体结构的弹性耗能得到明显降低。平面布置方式、竖向布置方式、阻尼器参数的选取对附设粘滞阻尼耗能连梁的框架-核心筒结构减震效果影响较大,合理选择这些参数可以使耗能结构减震效果最优。  相似文献   

Multiple sulfur isotope chemostratigraphy across the Permian–Triassic boundary at Chaotian,China: Implications for a shoaling model of toxic deep-waters     

Masafumi Saitoh  Yuichiro Ueno  Yukio Isozaki  Naohiro Yoshida 《Island Arc》2021,30(1):e12398

Previous studies on multiple sulfur isotopes (³²S, ³³S, and ³⁴S) in sedimentary pyrite at the end-Permian suggested a shoaling of anoxic/sulfidic deep-water contributing to the extinction. This scenario is based on an assumption that the sedimentary sulfur cycle was largely controlled by benthos activity, though a stratigraphic correlation between the sulfur records and ichnofabrics of the sediments at the end-Permian has not yet been examined. We report the multiple sulfur isotopic composition of pyrite in the Permian–Triassic boundary interval at Chaotian, South China. Our data can be generally explained by a mixing of sulfur in sulfide from two different sources: one produced via sulfate reduction in an open system with respect to sulfate and the other produced in a closed system. In particular, the former with the substantially low δ³⁴S (<−40 ‰) and high ∆³³S (up to +0.100 ‰) values was likely produced via water-mass sulfate reduction or via sulfate reduction in oxic sediments with common burrows. The frequent occurrence of small pyrite framboids (mostly <5 μm in diameter) in the Lopingian (Late Permian) Dalong Formation of deep-water facies supports the enhanced water-mass sulfate reduction in an anoxic deep-water mass. The negative ∆³³S values are observed only in the oxic limestones, and no substantial ∆³³S change is observed across the extinction horizon despite of the disappearance of bioturbation. Our results are apparently inconsistent with the previous shoaling model. We expand the model and infer that, when the deep-water was sulfidic and its shoaling rate was high, a substantial amount of hydrogen sulfide (H₂S) was supplied onto the shelf via the shoaling; that resulted in the positive ∆³³S value of the bulk sediments. The observed ∆³³S variation on a global scale suggests a substantial variation in H₂S concentration and/or in upwelling rate of shoaling deep-waters during the Permian–Triassic transition.  相似文献