海洋沉积物中铜含量测量不确定度评定 ——电热板加热消解法与微波消解法的比对

电热板加热消解法和微波消解法是目前海洋沉积物样品消解的常用方法。为了比较这两种处理方法对检测结果准确性的影响程度,文章依据《测量不确定度的评定与表示》技术规定中的相关要求对海洋沉积物中铜含量测定过程中采取的两种消解方法进行了不确定度评定与对比,建立了模型,并对各不确定度分量进行分析和量化,计算出两种消解方法测量沉积物中铜含量的相对合成不确定度分别为0.06721和0.04033,扩展不确定度分别为4.0mg/kg和2.4mg/kg。通过比较两种消解方法对测定结果不确定度的贡献,发现微波消解法明显优于电热板加热法。     

硫酸盐渍土含水率单次递减条件下的盐胀特性

为探究硫酸盐渍土在含水率递减下的盐胀特性,通过自主设计的试验装置,在室内开展了11组含水率单次递减下的盐胀试验,共历时2 868 h。结果表明：在含水率单次递减下硫酸盐渍土的起胀含盐量约为1.2%。含盐量<1.2%时,土体干缩,干缩量与含盐量近似呈下凸的二次抛物线规律,且干缩峰值含盐量约为0.5%;含盐量≥1.2%时,土体膨胀,且盐胀率与含盐量近似呈线性增大规律。盐胀敏感含水率区间受含盐量影响很小,含盐量从1.5%增至4.0%,盐胀敏感含水率区间基本稳定。此外,含水率递减速率与含盐量呈负相关规律,同一含盐量的硫酸盐渍土,其含水率的递减速率随含水率的降低亦减慢。基于以上试验结果,进一步开展了4组单次降温下的盐胀对比试验,结果表明：含盐量升高时,起胀温度区间逐渐升高,盐胀敏感温度区间的区间范围逐渐扩大。单次降温下的盐胀率均高于含水率单次递减下的盐胀率,且随着含盐量的升高两试验条件下的盐胀率差值趋于一常数。研究结果对西北地区高含盐量的残余型硫酸盐渍土地基的盐胀性评价具有重要指导意义。     

Diagenesis and Restructuring Mechanism of Oil and Gas Reservoir in the Marine Carbonate Formation,Northeastern Sichuan:A Case Study of the Puguang Gas Reservoir

Abstract: Based on the technology of balanced cross-section and physical simulation experiments associated with natural gas geochemical characteristic analyses, core and thin section observations, it has been proven that the Puguang gas reservoir has experienced two periods of diagenesis and restructuring since the Late Indo-Chinese epoch. One is the fluid transfer controlled by the tectonic movement and the other is geochemical reconstruction controlled by thermochemical sulfate reduction (TSR). The middle Yanshan epoch was the main period that the Puguang gas reservoir experienced the geochemical reaction of TSR. TSR can recreate the fluid in the gas reservoir, which makes the gas drying index higher and carbon isotope heavier because C2+ (ethane and heavy hydrocarbon) and 12C (carbon 12 isotope) is first consumed relative to CH4 and 13C? (carbon 13 isotope). However, the reciprocity between fluid regarding TSR (hydrocarbon, sulfureted hydrogen (H2S)?, and water) and reservoir rock results in reservoir rock erosion and anhydrite alteration, which increases porosity in reservoir, thereby improving the petrophysical properties. Superimposed by later tectonic movement, the fluid in Puguang reservoir has twice experienced adjustment, one in the late Yanshan epoch to the early Himalayan epoch and the other time in late Himalayan epoch, after which Puguang gas reservoir is finally developed.     

安基山铜矿床地质—地球物理模型及其找矿意义

安基山铜矿床是长江中下游成矿带东段的典型矿床之一,对控制该矿床的3条主勘探线的钻孔岩心进行了系统的物性测定,建立了矿床地质体与物性体的相关关系,通过对物性体正演的重、磁异常与实测异常对比,以及对矿区地球物理场的平而和剖面分布规律的总结,建立了安基山铜矿床的地质-地球物理模型,在此基础上建立了具有普遍意义的中等剥蚀深度下的同类矿床的地质一地球物理模型,阐述了模型的找矿意义。     

东亚地区春季二氧化硫的输送与转化过程研究I.模式及其验证

结合新近评估的东亚地区污染源资料,作者利用一个耦合的区域化学输送模式系统以探讨东亚地区春季期间气象过程、气相与液相化学过程、非均相化学过程、气溶胶过程和干湿沉降过程对二氧化硫输送及转化过程的影响,并研究二氧化硫和硫酸盐气溶胶的空间分布及变化特征.模拟的二氧化硫和硫酸盐气溶胶的浓度值与2001年春季飞机和地面获取的观测值进行了比较.比较结果显示,模拟值与观测值具有很好的一致性,模式系统很好地反映了二氧化硫和硫酸盐气溶胶的分布特征和变化规律,再现了许多观测到的重要特征,为进一步分析模拟结果奠定了基础.     

Structural analysis and 3D modelling of major mineralizing structures at the Phalaborwa copper deposit

The c. 2060 Ma Phalaborwa Igneous Complex forms an elongate intrusion into Archean granitic gneiss. The carbonatite within the central pyroxenite core of the complex (Loolekop) is well-mineralized in copper. Open pit mining operations started in 1965, followed by underground block caving in 2003. Although little attention has been paid to large-scale structures associated with intrusive phases and mineralization, ongoing infrastructure development and block caving, as part of the new Lift II Project, require far greater resolution of structural discontinuities. 3D modelling of these structures, from over 50 years of data, reveals that Loolekop occurs at the confluence of several major shears or fault zones. Of these, five major structures were pivotal in the emplacement of banded carbonatite, transgressive carbonatite and very late-stage, narrow, E-W trending, sulphide veinlets with short down-dip and along-strike extensions, which form the bulk of mineralization. Modelled structures typically have two or more segments, which are rotated with respect to one another, in turn suggesting repeated rotation or torsion of the entire intrusive volume, aided by cross-cutting structures. The oldest structure is the N-S trending Mica Fault Zone, which shows the same trend as the entire carbonatite complex and the nearby eastern edge of the Kaapvaal Craton and the Lebombo Lineament. The youngest structure is the Central Fault, which shows an E-W inflection that is co-incident with the carbonatite and the E-W, vein-hosted Cu mineralization trend. Based on cross-cutting relationships, sinistral movement along the Central Fault Zone and its localized E-W dilational jog is invoked as a mechanism for transgressive carbonatite emplacement and the introduction of late-stage Cu-rich fluids into numerous tensional veinlets. This shearing would have been caused by an E-W trending maximum principal stress orientation. In turn, this corresponds with the orientation of near-field, eastward-directed stress along the eastern lobe of the Bushveld Complex during its emplacement and subsequent deformation.     

X射线荧光光谱法测定重晶石中的硫酸钡方法研究

应用XRF可快速测定重晶石中钡元素的总量,但当测定硫酸钡含量时,由于样品中的碳酸钡计入钡量造成硫酸钡的测定结果不准确,铜、铅、锌等有色金属元素对熔样坩埚会造成损害,需要进行酸处理除去碳酸钡、铅等干扰。而样品经酸处理后不同样品的剩余量不同,造成熔剂与样品的比例不确定,也不能准确测定硫酸钡的含量,因此保证熔剂与样品比例一致是解决该问题的关键。本文优化了样品前处理、熔片制样和仪器工作条件,将一定量样品以10%盐酸和10%硝酸溶解,过滤除去碳酸钡、硫酸钙及铜、铅、锌等有色金属元素,未溶解样品在700℃下灼烧后以氧化铝补充到原取样量,实现了熔剂与样品比例一致,再以硝酸铵作氧化剂,溴化锂和碘化铵作脱模剂,1075℃熔融制片,即可用XRF准确测定硫酸钡的含量。本方法的相对标准偏差(RSD)小于0.4%,检出限为72μg/g,较ICP-OES等方法的检测周期短、干扰元素少,提高了测试效率和分析质量。     

Antifouling biocides in discarded marine paint particles

Antifouling paint fragments collected from marinas and leisure boat maintenance facilities and in the vicinity of abandoned boats have been chemically characterised. High concentrations of Cu (23-380 mg g⁻¹) and Zn (14-160 mg g⁻¹) in the samples (n = 14) are consistent with the use of these metals in the principal biocidal and non-biocidal pigments in contemporary antifouling formulations. Up to about 2% and 7% of the respective metals were solvent-extractable, suggesting that organo-forms of Cu and Zn (e.g. pyrithiones) were also present. Of the organic biocides, dichlofluanid was present in most samples and at concentrations up to about 20 mg g⁻¹. Chlorothalonil and Irgarol 1051® were only detected in one and four cases, respectively, and Sea Nine 211® was not detected in any sample. Results are discussed in terms of UK legislation regarding biocide usage and the likely effects and fate of discarded paint particles in coastal environments where boats are repaired or moored.     

The toxicological interaction between ocean acidity and metals in coastal meiobenthic copepods

Increased atmospheric CO₂ concentrations are causing greater dissolution of CO₂ into seawater, and are ultimately responsible for today’s ongoing ocean acidification. We manipulated seawater acidity by addition of HCl and by increasing CO₂ concentration and observed that two coastal harpacticoid copepods, Amphiascoides atopus and Schizopera knabeni were both more sensitive to increased acidity when generated by CO₂. The present study indicates that copepods living in environments more prone to hypercapnia, such as mudflats where S. knabeni lives, may be less sensitive to future acidification. Ocean acidification is also expected to alter the toxicity of waterborne metals by influencing their speciation in seawater. CO₂ enrichment did not affect the free-ion concentration of Cd but did increase the free-ion concentration of Cu. Antagonistic toxicities were observed between CO₂ with Cd, Cu and Cu free-ion in A. atopus. This interaction could be due to a competition for H⁺ and metals for binding sites.     

活性MgO碳化固化土的抗硫酸盐侵蚀性研究

既有研究表明,活性MgO固化土经CO2碳化几小时后其强度能达到甚至超过28 d的水泥固化土强度,碳化反应生成镁的碳酸化合物能有效降低固化土的含水率和孔隙率,提高土颗粒胶结能力。通过室内试验进一步研究碳化固化土的抗硫酸盐侵蚀特性。采用硫酸钠溶液、硫酸镁溶液浸泡碳化固化土,对浸泡不同龄期后的碳化固化土进行无侧限抗压强度试验和微观测试（XRD,SEM和MIP）,并与硫酸盐侵蚀后的水泥固化土进行试验对比。结果表明：活性MgO固化粉土碳化3 h,试样的无侧限抗压强度可达5 MPa左右,经硫酸盐溶液浸泡28 d后其强度基本保持不变,试样质量变化也不大;而水泥土试样的早期强度（7 d）则有一定增长,随龄期增长,强度大大降低,质量则明显增长。通过对硫酸盐侵蚀前后的碳化土的微观机制分析,发现活性MgO碳化固化土中的镁碳酸化合物的化学成分并未发生明显变化,孔隙结构也未明显改变,从而保证其强度稳定。因此,活性MgO固化粉土碳化后具有比水泥固化土更强的抗硫酸盐侵蚀能力。