高压密闭消解-电感耦合等离子体质谱法测定海洋沉积物中稀土元素

样品用HNO3-HF高压密闭消解,电感耦合等离子体质谱测定海洋沉积物中15种稀土元素。研究了消解方法、酸体系和质谱干扰对稀土元素测定的影响。结果表明,相比于电热板消解和微波消解,高压密闭消解具有酸用量少、消解完全、消解过程损失少等优点;HNO3-HF体系能有效地分解海洋沉积物样品;利用干扰离子校正方程,能有效地校正Ba和轻稀土元素所形成的多原子离子干扰。15种稀土元素的方法检出限为3～15 ng/g。使用水系沉积物标准物质GBW 07309和GBW 07311、海底沉积物标准物质GBW 07313进行验证,测定值与标准值基本吻合,相对标准偏差和相对误差均低于5%。方法用于长江口沉积物样品的测定,精密度(RSD,n=6)小于5%,加标回收率为95.8%～104%。该方法检出限低,精密度和准确度高,适用于大批海洋沉积物样品的分析。     

双误差回归模型在ICP-MS测定饮用水中锶的不确定度评定的简化应用

在计算电感耦合等离子体质谱法测定饮用水中锶的浓度(x)时,由于标准系列配制和仪器检测过程中信号(y)漂移产生的不确定度会传递给最终的计算结果。普通的一次或多次线性拟合结果不能真实地反映对于x、y值都含误差的数据拟合情况。文章对标准曲线进行了双误差回归计算,从双误差回归线性方程推导出校准曲线拟合过程产生不确定度的计算公式,建立了方法检出限与曲线拟合参数(x、y、曲线截距和斜率)及其相关不确定度之间的关系式,依据误差连续传递公式及不确定度分量计算公式简化了合成不确定度的表达式。从合成不确定度计算公式中可得出,水样中锶含量的浓度越低,其对应的不确定度越大;标准系列配制过程不细致、仪器灵敏度低,方法检出限越差,与实际测试情况符合。     

Coupled discrete element and finite volume solution of two classical soil mechanics problems

One dimensional solutions for the classic critical upward seepage gradient/quick condition and the time rate of consolidation problems are obtained using coupled routines for the finite volume method (FVM) and discrete element method (DEM), and the results compared with the analytical solutions. The two phase flow in a system composed of fluid and solid is simulated with the fluid phase modeled by solving the averaged Navier–Stokes equation using the FVM and the solid phase is modeled using the DEM. A framework is described for the coupling of two open source computer codes: YADE-OpenDEM for the discrete element method and OpenFOAM for the computational fluid dynamics. The particle–fluid interaction is quantified using a semi-empirical relationship proposed by Ergun [12]. The two classical verification problems are used to explore issues encountered when using coupled flow DEM codes, namely, the appropriate time step size for both the fluid and mechanical solution processes, the choice of the viscous damping coefficient, and the number of solid particles per finite fluid volume.     

激光剥蚀电感耦合等离子体质谱分析石笋样品中多元素比值及45种元素含量

石笋样品的微量元素含量及Mg/Ca、Sr/Ca比值为高分辨的古气候重建提供重要指标。针对现有溶液分析技术易混合多个石笋微层、误差大的缺点,本文利用激光剥蚀电感耦合等离子体质谱技术(LA-ICP-MS)原位线扫描和点剥蚀方式对比分析了石笋生长轴方向的Mg/Ca和Sr/Ca空间分布趋势,研究表明二者均展现出显著的周期性变化特征,且周期性变化一致,其中40 μm束斑线扫描更具有稳定性强、分辨率高、快速简便的优点。通过探讨碳酸盐标准样品MASC-3与玻璃标准样品NIST 610、NIST 612、KL2G、ATHO-G的相对灵敏度系数关系和元素分馏行为,确定基体效应是造成相对灵敏度系数变化的主要原因。同时建立了以MASC-3、NIST 610和NIST 612多外标结合内标Ca归一定量分析石笋中45种元素方法,针对石笋碳酸盐样品,将主量元素Ca、Mg变形为碳酸盐形式,与其他元素加和归一,不仅改变了国内外研究中需要预先采用其他分析技术来测定内标元素含量的计算方法,而且有效地避免了C元素无法准确检测的问题,能够实现与Ca内标法校正结果的吻合。     

混合吸附剂分离富集-电感耦合等离子体质谱法测定地质样品中铂钯金

贵金属分析应用火试金法分离富集时,试金配料复杂、耗时较长,分析成本相对较高,空白较难控制.本文建立了采用过氧化氢-盐酸湿法分解样品,电感耦合等离子体质谱同时测定地质样品中Pt、Pd、Au的分析方法.在10％的盐酸介质中,以LSC-400巯基树脂和活性炭为混合吸附剂,采用动态吸附方式对样品中的Pt、Pd、Au分离富集,用Lu作内标元素,195 Pt、197 Au、108 Pd为待测同位素消除了非谱线干扰和谱线干扰,三元素的回收率均大于96.4％.方法检出限(3σ):Pt为0.06 ng/g,Pd为0.08 ng/g,Au为0.12 ng/g,优于火试金等其他分离富集方法的检出限.应用于测定国家标准物质,Pt、Pd、Au的测定结果与标准值相符,12次测定的相对标准偏差均小于16.1％,满足区域地球化学调查样品的分析要求.该方法操作简便、成本低廉,提高了分析速度,有效地降低了测试过程的空白值.     

电感耦合等离子体发射光谱法测定含刚玉的铝土矿中硅铝铁钛

铝土矿具有较强的化学稳定性,常含有少量刚玉,属于比较难处理的样品。常用的四酸溶解法对不含刚玉的铝土矿能取得较好的效果,但对高铝及含刚玉的样品分解不完全且无法同时测定硅。本文对含刚玉的铝土矿样品在镍坩埚中用氢氧化钠-过氧化钠熔融,盐酸酸化后用电感耦合等离子体发射光谱法同时测定硅铝铁钛四种元素。对氢氧化钠-过氧化钠的熔样效果、过氧化钠用量、熔样温度、共存离子的影响及基体干扰进行了试验,结果表明,加入3.0 g氢氧化钠和1.0 g过氧化钠在650~700℃保温10 min,能较好地熔解含少量刚玉的铝土矿样品。利用铝土矿标准物质制备标准溶液,可消除镍坩埚和熔融试剂产生的镍盐和钠盐基体对硅铝铁钛测定的干扰。方法检出限为0.0025%~0.063%,精密度小于4%。铝土矿国家标准物质的测定值与标准值相符,实际样品的测定值与其他分析方法的测定值相吻合。本方法样品分解完全,消解时间短,分析步骤简单,适用于高铝及含少量刚玉的铝土矿样品分析。     

电感耦合等离子体质谱法精确测定地质样品中的微量元素镓

应用电感耦合等离子体质谱法(ICP-MS)对地质样品中微量元素镓进行测试分析时,存在两方面问题:一是不同消解方法各有不足,密闭式消解不能批量处理样品,而敞开式消解过程繁杂;二是质谱测试时需要选择⁶⁹Ga还是⁷¹Ga,确定扣除哪些干扰和相应的扣除系数,这些因素使地质样品中镓元素的测试精度不高。本文基于一般地质样品中有机质含量低的特点,针对ICP-MS分析方法提出:①使用氢氟酸、盐酸、硝酸、高氯酸四种酸混合消解样品,采用半密闭式酸分解法,通过调整加热温度、用酸量、用酸比等加快反应进程,少量的有机质在强酸加热消解时能够反应完全,而不必要进行灰化处理;②采用丰度为39.9%的⁷¹Ga进行测试,使用经验系数0.005,利用⁵⁵Mn¹⁸O对⁷¹Ga位置扣除⁵⁵Mn¹⁶O的干扰。方法精密度在3%以内,方法检出限为0.06 μg/g。本方法简化了样品消解过程,并可批量处理样品,降低了分析成本,在准确测定镓元素的同时还能理想地测定其他微量元素和稀土元素。     

Geomechanical modelling to assess fault integrity at the CO2CRC Otway Project,Australia

This paper presents the first published 3D geomechanical modelling study of the CO2CRC Otway Project, located in the state of Victoria, Australia. The results of this work contribute to one of the main objectives of the CO2CRC, which is to demonstrate the feasibility of CO₂ storage in a depleted gas reservoir. With this aim in mind, a one-way coupled flow and geomechanics model is presented, with the capability of predicting changes to the in situ stress field caused by changes in reservoir pressure owing to CO₂ production and injection. A parametric study investigating the pore pressures required to reactivate key, reservoir-bounding faults has been conducted, and the results from the numerical simulation and analytical analysis are compared. The numerical simulation indicates that the critical pore fluid pressure to cause fault reactivation is 1.15 times the original pressure as opposed to 1.5 times for the comparable analytical model. Possible reasons for the differences between the numerical and analytical models can be ascribed to the higher degree of complexity incorporated in the numerical model. Heterogeneity in terms of lateral variations of hydrological and mechanical parameters, effect of topography, presence of faults and interaction between cells are considered to be the main sources for the different estimation of critical pore pressure. The numerical model, which incorporates this greater complexity, is able then to better describe the state of stress that acts in the subsurface compared with a simple 1D analytical model. Moreover, the reactivation pressures depend mainly on the state of stress described; therefore we suggest that numerical models be performed when possible.     

A sensitivity analysis of Hortonian flow

We present a sensitivity analysis for infiltration excess (Hortonian) overland flow based on a classic laboratory experiment by Smith and Woolhiser [Smith RE, Woolhiser DA. Overland flow on an infiltrating surface. Water Resour Res 1971;7(4):899–913]. The model components of the compartment approach are comprised of a diffusive wave approximation to the Saint–Venant equations for overland flow, a Richards model for flow in the variably saturated zone, and an interface coupling concept that combines the two components. In the coupling scheme a hydraulic interface is introduced to allow the definition of an exchange flux between the surface and the unsaturated zone. The effects of friction processes, soil capillarity, hydraulic interface, and vertical soil discretization on both infiltration and runoff prediction are investigated in detail. The corresponding sensitivity analysis is conducted using a small-perturbation method. As a result the importance of the hydraulic processes and related parameters are evaluated for the coupled hydrosystem.     

土破坏新准则的推导与验证

基于SMP准则和Lade强度准则,推导出新的无黏性土强度准则表达式,它较好地反映了单个主应力对滑动面的交叉影响,而不是仅局限于中主应力的影响。通过与真三轴试验数据的对比,发现该新准则在π平面上与试验数据较为吻合,优于上述两个传统的强度理论。