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1.
地质样品中痕量碘的热解——示波极谱法测定 总被引:4,自引:1,他引:3
提出了在1000℃高温中热解地质样品,以5g/L NaOH溶液为吸收液,以10%NH3·H2O-36g/L NH4Cl溶液-20g/L Na2B4O7·6H2O溶液-16g/L Na2SO3溶液为底液,用二阶导数示波极谱测量痕量碘。方法的检出限为0.08μg/g,精密度(RSD)为5.5%。经地质标准物质验证,测定值与推荐值吻合。 相似文献
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催化还原褪色光度法测定痕量锡 总被引:7,自引:1,他引:6
痕量锡在0.04mol/LH3PO4介质中对NaH2PO2还原罗丹明B褪色反应有催化作用,催化程度与Sn量、温度和加热时间线性相关。基于此,建立了痕量锡的动力学光度分析方法。方法检出限为0.034μg/L,线性范围为0~20μg/L,结合磷酸三丁酯色谱分离,实现了地质样品中痕量Sn的测定。方法经国家地质标准物质分析验证,结果与标准值相符。对于w(Sn)为10-6水平的试样其RSD(n=6)<6.5%。 相似文献
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流动注射—催化光度法测定痕量锰 总被引:3,自引:0,他引:3
在非离子表面活性剂吐温-80存在的H3PO4介质中,Mn^2+对V(V)氧化二安替比林苯乙烯甲烷(DAVPM)成红色化合物的反应具有较强的催化作用,基于此采用流动注射-催化光度法测定了痕量Mn^2+,该方法的检测波长为555nm,检出限为0.02μg/L Mn,线性范围为0.02 ̄6μg/L Mn,进样频率为60次/h,对5μg/L Mn进行10次测定的相对标准偏差为1.8%。经环境标准样品分析验 相似文献
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研究了在KH2PO4Na2B4O7缓冲介质中,痕量镍催化H2O2氧化胭脂红褪色的指示反应及动力学条件,测定了反应活化能,建立了动力学光度法测定痕量镍的新方法。方法检出限为240×10-8g/L,测定范围为008~24μg/L。结合丁二酮肟正丁醇萃取分离,实现了对铝合金标样中痕量镍的测定,RSD(n=6)小于3%。 相似文献
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催化动力学光度法测定痕量钛的研究 总被引:2,自引:0,他引:2
在氨性介质中,痕量Ti(Ⅳ)催化KIO4氧化靛红的褪色反应。褪色程度与Ti(Ⅳ)的浓度在0~8μg/L线性相关;对于靛红褪色反应为零级,对于Ti(Ⅳ)该反应为一级;测定该反应的表观活化能为7045kJ/mol;反应速率关系式是-dCR/dt=KCTi。基于该反应,建立测定痕量Ti的方法,其检出限505×10-9g/L;RSD(n=6)<52%,干扰可经伯胺N1923萃取分离消除。方法用于人发样中痕量Ti(Ⅳ)的测定,结果与极谱法相符。 相似文献
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阳极溶出伏安法同时测定痕量锡和镉 总被引:4,自引:1,他引:4
在HCl-NH_4Cl底液中,电解时间60s、电镀时间5s、除氧30s的条件下,Sn和Cd有稳定的溶出峰。Sn和Cd的检出限分别为6.5μg/L和3.0μg/L,测定范围分别为10~200μg/L和5~180μg/L。对含Sn和Cd为20μg/L的试液测定10份,RSD分别为5.61%和4.83%。方法用于实际样品测定,结果与文献方法相符。 相似文献
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催化光度法测定痕量锇 总被引:3,自引:0,他引:3
在05mol/L的H2SO4介质中,As(Ⅲ)存在下,Os(Ⅷ)催化KClO3氧化邻苯二酚紫褪色反应。反应受温度、反应时间影响,冷却及加入抗坏血酸可终止反应。据此,建立了一个测定痕量Os(Ⅷ)的新方法。方法的灵敏度为257×10-10g/LOs(Ⅷ),测定范围为0~0091μg/L,用地质管理样中锇的测定验证,结果与原结果相符 相似文献
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光度法测定痕量钛的研究 总被引:6,自引:1,他引:6
基于痕量Ti(Ⅳ)在稀H2SO4介质中对EDTA还原Cr2O2-7褪色反应的抑制作用,建立了测定痕量Ti(Ⅳ)的光度法。测定范围为24~24μg/L,检出限为106×10-7g/LTi(Ⅳ)。结合萃取分离富集技术,方法用于测定人发及茶叶样品中的痕量Ti(Ⅳ),结果与标准值相符,加标回收率在95%~100%,RSD(n=6)为11%~20%。 相似文献
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痕量锡的催化还原褪色光度法测定 总被引:1,自引:1,他引:0
基于0.02mol/LH3PO4介质中痕量Sn对盐酸联氨还原酸性铬蓝K褪色反应的催化作用,建立了测定痕量锡的动力学光度分析法。方法检出限0.039μg/L,线性范围0 ̄4.0μg/L。结合磷酸三丁酯色谱分离,对水系沉积物国家标准物质进行分析,结果与标准值相符。精密度试验以ω(Sn)为10^-6水平的试样检测,其RSD≤7.2%。 相似文献
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考虑核电厂地基-基础的动力相互作用,应用显式动力有限差分法分析了地震作用下极软岩、较软岩、坚硬岩上核电厂建筑结构基础的地震响应特征,比较了岩石坚硬程度对基础加速度反应谱的影响。研究表明:随着岩石坚硬程度的提高,核电厂建筑物结构基础的地震响应有增加的趋势;在周期轴上,基础处的加速度反应谱曲线会随着岩石坚硬程度的提高逐渐向短周期(高频段)方向移动。在高频段,建造于较坚硬岩石上基础结构的加速度反应谱值偏大;在中等频段,建造于较软岩石上基础结构的加速度反应谱值偏大;在低频段,岩石坚硬程度对加速度反应谱的影响不显著。 相似文献
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M. D. Sharma 《Journal of Earth System Science》2004,113(2):247-257
Three dimensional scattering of near-field is studied for dilatation and rotation in the time domain. The perturbation method
is applied to solve the equation of motion for the first order scattering from a weak inhomogeneity in an otherwise homogeneous
medium. The inhomogeneity is assumed close enough to the point source so that the near-field intermediate wave is dominating
over the far-field sphericalP andS pulses. The integral expressions are derived to relate dilatation and rotation of scattering to the radial fluctuations of
velocities and density in the inhomogeneity. These integrals are solved to calculate the strains of scattering from (a part
of) an inhomogeneous spherical shell of arbitrary curvature. Variable curvature may allow the shape of inhomogeneity volume
element to change uniformly from spherical to rectangular. Rotation of scattering from a spherical shell is independent ofP wave velocity inhomogeneity. Dilatation of scattering does not involveS wave velocity inhomogeneity but its gradient. The back scattering results are obtained as a special case. Strains are computed
numerically, for hypothetical models to study the effects of various parameters viz., velocity inhomogeneity, distance of
source from inhomogeneity and from receiver, and thickness of inhomogeneity. The curvature of the spherical shell is varied
to study the effects of the shape of inhomogeneous volume element on scattering. 相似文献
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地震次生地质灾害风险评估集对态势分析 总被引:2,自引:0,他引:2
5.12四川汶川8级强震引发了大量次生地质灾害,加剧了灾情并严重影响抗震救灾。地震次生地质灾害受多重因素制约,其孕育与致灾过程具有不确定性。利用集对分析原理与方法,对地震次生地质灾害进行同异反态势分析,拟定了风险评估的集对分析同一度、差异度、对立度等指标体系的构建原则与赋值标准,对承灾体系统的不确定性及其作用作了刻画与分析,建立了不同风险分区代表性的集对分析联系度表达式,为地震灾害研究提供了可资借鉴的新思路和技术方法。 相似文献
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Ivan V. BRAGIN Georgy A. CHELNOKOV Oleg V. CHUDAEV Natalia A. KHARITONOVA Sergey V. VYSOTSKIY 《《地质学报》英文版》2016,90(1):276-284
Studied waters belong to warm(T=30-50℃),alkaline(pH=8.9-9.3),low mineralized(TDS235 mg/1)Na-HCO_3 or Na-SO_4-HCO_3 thermal waters with high content of SiO_2(up to 81 mg/l)and F(up to 3.9 mg/1),occur on modern volcano-tectonic rejuvenated areas of Eastern Sikhote-Alin orogenic belt.Low~3He concentration as well as N_2/O_2 and N_2/Ar ratios exclude influence of deep mantle fluid.New rare earth element data constrain our understandmg of water-rock interaction occurring in the water source region.Meteoric origin of waters is proved by stable isotope values varying from-71‰to-136.1‰and from-10.8‰to-18.8‰forδ~2U andδ~(18)O respectively.REE patterns reflect high pH,resultfing from water-rock interaction and oxidative conditions.Calculations of deep aquifer temperature using Na-K and quartz geothermometers show 116.8-131.1°C and 82.2-125.8℃respectively.Presence of deep faults both with abnormal thermal gradient(~45-50 K/km)define unique geochemical shape of thermal waters of Sikhote-Alin,area,where no present volcanic activity is registered. 相似文献
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下扬子区三叠纪古地理演化 总被引:2,自引:2,他引:0
下扬子区在三叠纪期间接受了早-中三叠世海相碳酸盐沉积、中-晚三叠世海陆交互相和陆相湖沼沉积.沉积相带的空间分布和古地理格局的变迁明显地受到区域构造的控制.区内盆地发育与演化是在华南板块与扬子板块、扬子板块与华北板块相互作用的背景下进行的.早-中三叠世末期的印支运动是下扬子区构造-古地理格局改变的决定性因素,使下扬子海盆闭合,沉积类型由海相沉积变为陆相沉积.下扬子区三叠纪古地理的演化特征也为板块碰撞提供了沉积证据. 相似文献
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Isothermal thermogravimetric experiments have been carried out to determine the reaction kinetics of the dehydration processes
in fuller's earth, a natural Ca-montmorillonite. Dehydration in swelling clays is a complex reaction, and analysis of the
thermogravimetric data using empirical rate equations and time-transformation analysis reveals that the nature of the rate
controlling mechanism is dependent upon both the temperature regime of the sample as well as the extent of reaction. For fuller's
earth, we find that the dehydration kinetics are dominated by a nucleation and growth mechanism at low temperatures and fractions
transformed (stage I), but above 90 °C the last stages of the reaction are diffusion controlled (stage II). The activation
energy for dehydration during stage I is around 35 kJ · mol−1, whereas the removal of water during stage II requires an activation energy of around 50 kJ · mol−1. These two stages of dehydration are associated with primary collapse of the interlayer (stage I) and movement of water that
is hydrated to cations within the interlayer (stage II).
Received: 28 August 1998 / Revised, accepted: 27 January 1999 相似文献