铅电解原料工业硅氟酸中硫酸根的快速测定     

肖晓辉 《岩矿测试》2007,26(5):421-422

用硝酸钾溶液沉淀硅氟酸根离子，分离大量的基体，滤液与氯化钡在保护剂的作用下，形成硫酸钡悬浊液，用分光光度计于波长440nm处测定其吸光度。方法的表观摩尔吸光系数为1.7×10^5L·mol^-1·cm^-1，测定范围为0、04～0．48g／L。应用于铅电解原料工业硅氟酸中硫酸根的测定，结果与重量法基本一致，7次测定的相对标准偏差小于7％，加标回收率为97．5％～101．7％。  相似文献   

氯盐溶液的拉曼光谱特征及测试探讨   总被引：3，自引：5，他引：3  

张鼐张大江  张水昌张蒂嘉 崔京钢 《岩矿测试》2005,24(1):40-42

常温下氯盐溶液水的拉曼包络线歪斜度受氯离子浓度和阳离子的影响,水拉曼包络线歪斜度很难准确评价复杂流体中的氯离子浓度,在-170℃下氯盐溶液的拉曼光谱研究表明,H2O和nCl-[H OH-]n的拉曼光谱峰能很好地分解并明显地显示,其中nCl-[H OH-]n的拉曼峰与H2O的拉曼峰比值与氯盐的浓度呈正相关,用nCl-[H OH-]n的拉曼特征峰强度(I3401～3413.18cm-1)与H2O的拉曼特征峰强度(I3088～3106cm-1)比值(InCl-[H -OH-]n/IH2O)为纵座标,作相关图,二者的相关性较好,可以应用于溶液中氯离子摩尔浓度测定。  相似文献   

Chemical evolution and volcanic activity of the active crater lake of Poás volcano, Costa Rica, 1993–1997     

M. Martínez  E. Fernndez  J. Valds  V. Barboza  R. Van der Laat  E. Duarte  E. Malavassi  L. Sandoval  J. Barquero  T. Marino 《Journal of Volcanology and Geothermal Research》2000,97(1-4)

Concentrations of chloride and sulfate and pH in the hot crater lake (Laguna Caliente) at Poás volcano and in acid rain varied over the period 1993–1997. These parameters are related to changes in lake volume and temperature, and changes in summit seismicity and fumarole activity beneath the active crater. During this period, lake level increased from near zero to its highest level since 1953, lake temperature declined from a maximum value of 70°C to a minimum value of 25°C, and pH of the lake water increased from near zero to 1.8. In May 1993 when the lake was nearly dry, chloride and sulfate concentrations in the lake water reached 85,400 and 91,000 mg l⁻¹, respectively. Minimum concentrations of chloride and sulfate after the lake refilled to its maximum volume were 2630 and 4060 mg l⁻¹, respectively. Between January 1993 and May 1995, most fumarolic activity was focused through the bottom of the lake. After May 1995, fumarolic discharge through the bottom of the lake declined and reappeared outside the lake within the main crater area. The appearance of new fumaroles on the composite pyroclastic cone coincided with a dramatic decrease in type B seismicity after January 1996. Between May 1995 and December 1997, enhanced periods of type A seismicity and episodes of harmonic tremor were associated with an increase in the number of fumaroles and the intensity of degassing on the composite pyroclastic cone adjacent to the crater lake. Increases in summit seismic activity (type A, B and harmonic tremor) and in the height of eruption plumes through the lake bottom are associated with a period of enhanced volcanic activity during April–September 1994. At this time, visual observations and remote fumarole temperature measurements suggest an increase in the flux of heat and gases discharged through the bottom of the crater lake, possibly related to renewed magma ascent beneath the active crater. A similar period of enhanced seismic activity that occurred between August 1995 and January 1996, apparently caused fracturing of sealed fumarole conduits beneath the composite pyroclastic cone allowing the focus of fumarolic degassing to migrate from beneath the lake back to the 1953–1955 cone. Changes in the chemistry of summit acid rain are correlated changes in volcanic activity regardless of whether fumaroles are discharging into the lake or are discharging directly into the atmosphere.  相似文献   

低水合氯化镁吸水过程的气相色谱热力学研究   总被引：1，自引：0，他引：1       下载免费PDF全文

陈建军  陈关城  马培华  保积庆  马玉涛  陈丰秋 《盐湖研究》2002,10(2):28-39

利用迎头气相色谱分析、量热法、热重法、X -衍射法和化学分析相结合 ,对氯化镁水合物吸水和脱水过程进行了热力学研究。在不同温度下对MgCl2 ·4H2 O和MgCl2 ·2H2 O对水的吸附等温线所进行的数学模拟结果表明 ,Bolzmann函数是描述该等温线较为理想的方程。两种氯化镁水合物对水的吸附热分别为 -1 3 0 6kJ/mol和 -1 6 1 1kJ/mol。也给出了该吸附过程的吸附平衡常数。从所获得的数据来看 ,以部分脱水的氯化镁水合物为吸附剂来吸附水氯镁石脱水设备尾气中的水蒸气 ,从而使保护性气体HCl得以循环使用 ,从热力学角度而言存在这种可能性。  相似文献   

三苯基氯化锡对黑褐新糠虾的毒性效应   总被引：13，自引：1，他引：12  

颜天  李钧  李正炎  滕文法  于仁诚  周名江 《海洋与湖沼》2000,31(5):485-489

于 1 992年 7月在青岛胶州湾西岸采集黑褐新糠虾 ,经实验室常年培养驯化后作为实验材料 ,研究了三苯基氯化锡 (TPTC)的急性毒性效应及其对糠虾繁殖、生殖周期和种群的慢性毒性影响。结果表明 ,在急性毒性实验中 ,TPTC对糠虾的半致死浓度为 2 5× 1 0 - 9g/L( 2 4hLC50 )和 1 5× 1 0 - 9g/L( 4 8hLC50 ) ;慢性毒性实验结果表明 ,TPTC能影响糠虾种群的世代繁殖 ,2× 1 0 - 9g/L的TPTC能使糠虾首次生育的年龄延迟 3d ,产幼总数比对照组减少80 %以上 ,1× 1 0 - 9— 2× 1 0 - 9g/L的TPTC能导致糠虾生殖周期延长 3— 4d ,在生殖期内的死亡率上升 30 %— 55% ,暴露于 0 2 5× 1 0 - 9— 2 0 0× 1 0 - 9g/LTPTC中的糠虾其子代的在 6× 1 0 - 9g/LTPTC中存活能力下降。可以认为 ,1× 1 0 - 9g/L的TPTC可导致糠虾种群的衰亡。  相似文献   

Numerical studies of vertical Cl−, δ2H and δ18O profiles in the aquifer–aquitard system in the Pearl River Delta,China          下载免费PDF全文

Xingxing Kuang  Jiu Jimmy Jiao  Kun Liu 《水文研究》2015,29(19):4199-4209

Sedimentation may have a significant effect on the transport of solutes and environmental isotopes in sediment. The depth profiles of the Cl^?, δ²H and δ¹⁸O in a borehole in the aquifer–aquitard system in the Pearl River Delta (PRD), China, were obtained by centrifuging the core sediment samples. A one‐dimensional model based on the sedimentation and sea level changes of the PRD during the Holocene was built to investigate numerically the transport mechanisms of Cl^?, δ²H and δ¹⁸O. The sedimentation process was modelled as a moving boundary problem with the moving rate equal to the sedimentation rate. The model was calibrated and the parameters were obtained by comparing simulated and measured data. Very good agreement between all the three observed profiles and the simulated ones demonstrates the reliability of the model and the parameters. Simulation results show that the shapes of the curves are controlled by the combination of sedimentation and upper boundary conditions. Diffusion solely is adequate to reconstruct the observed profiles, which indicates that diffusion is the dominant vertical transport mechanism. The effective diffusion coefficients of the aquitard and the aquifer equal to 5.0 × 10^?11 and 2.0 × 10^?10 m²/s, respectively. The results of this study will help in understanding the transport mechanisms of solutes and environmental tracers in deltas with geology and hydrogeology similar to the PRD. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

海洋潮汐浪溅区混凝土表面氯离子浓度计算模型   总被引：2，自引：0，他引：2       下载免费PDF全文

蔡荣  杨绿峰  余波 《海洋工程》2014,32(5):25-33

海洋混凝土结构的表面氯离子浓度反映了海洋氯化物环境的腐蚀作用强度,是海洋混凝土结构耐久性分析和定量设计的重要参数。本文依据国内外不同地区的大量自然暴露试验数据,通过数理统计和回归分析,确定了各种海洋环境条件下表面氯离子浓度的统计特征值,分析了海洋潮汐浪溅区混凝土中氯离子的传输机理和积聚规律,揭示了水胶比对混凝土表面氯离子浓度的影响规律,进而综合考虑水胶比、胶凝材料种类和时变特性等因素的影响,建立了海洋潮汐浪溅区混凝土表面氯离子浓度的改进计算模型。结合国内外各种表面氯离子浓度经验模型的预测结果和海洋自然暴露试验的实测数据,对比验证了所建立表面氯离子浓度计算模型的有效性和适用性,为海洋氯化物环境下混凝土结构的耐久性设计和服役寿命分析提供了重要边界条件。  相似文献   

干湿交替下水分及氯离子在混凝土中传输的细观数值模拟   总被引：1，自引：0，他引：1       下载免费PDF全文

鲍玖文  王立成 《海洋工程》2014,32(1):68-74

氯离子侵蚀已成为影响海洋及近海环境中混凝土结构耐久性的主要因素。考虑材料组成的非匀质特性,将混凝土看作由粗骨料、硬化水泥砂浆及二者界面过渡区组成的三相复合材料的细观层次方法,是开展物质传输过程研究的新途径。建立非饱和混凝土中氯离子传输的一维非线性对流扩散方程,并利用伽略金加权余数法给出了该方程的有限元形式,采用适用于物质传输的细观格构网络模型开展了水分及氯离子在非饱和混凝土中传输过程及分布规律研究,分析了干湿循环周期和循环机制对水分及氯离子传输性能的影响规律。数值计算结果表明,干湿交替下,相同的干燥时间,非饱和混凝土内水分及氯离子的侵入深度主要取决于湿润时间,而干燥时间和循环周期数则影响混凝土表层氯离子含量,并在混凝土表层10 mm处有浓度集中现象。  相似文献   

Effect of sodium chloride and cadmium on the growth,oxidative stress and antioxidant enzyme activities of Zygosaccharomyces rouxii     

Chunsheng Li  Ying Xu  Wei Jiang  Xin Lv  Xiaoyan Dong 《中国海洋大学学报(英文版)》2014,13(3):460-466

Zygosaccharomyces rouxii is a salt-tolerant yeast species capable of removing cadmium(Cd) pollutant from aqueous solution. Presently, the physiological characteristics of Z. rouxii under the stress of sodium chloride(NaCl) and Cd are poorly understood. This study investigated the effects of NaCl and Cd on the growth, oxidative stress and antioxidant enzyme activities of Z. rouxii after stress treatment for 24 h. Results showed that NaCl or Cd alone negatively affected the growth of Z. rouxii, but the growth-inhibiting effect of Cd on Z. rouxii was reduced in the presence of NaCl. Flow cytometry assay showed that under Cd stress, NaCl significantly reduced the production of reactive oxygen species(ROS) and cell death of Z. rouxii compared with those in the absence of NaCl. The activities of superoxide dismutase(SOD), catalase(CAT), and peroxidase(POD) of Z. rouxii were significantly enhanced by 2%–6% NaCl, which likely contributed to the high salt tolerance of Z. rouxii. The POD activity was inhibited by 20 mg L-1Cd while the SOD and CAT activities were enhanced by 8 mg L-1 Cd and inhibited by 20 mg L-1 or 50 mg L-1 Cd. The inhibitory effect of high-level Cd on the antioxidant enzyme activities of Z. rouxii was counteracted by the combined use of NaCl, especially at 6%. This probably accounted for the decrease in Cd-induced ROS production and cell death of Z. rouxii after incubation with NaCl and Cd. Our work provided physiological clues as to the use of Z. rouxii as a biosorbent for Cd removal from seawater and liquid highly salty food.  相似文献   

Life‐cycle reliability of RC bridge piers under seismic and airborne chloride hazards     

Mitsuyoshi Akiyama  Dan M. Frangopol  Hiroshi Matsuzaki 《地震工程与结构动力学》2011,40(15):1671-1687

Over the last two decades, the probabilistic assessment of reinforced concrete (RC) structures under seismic hazard has been developed rapidly. However, little attention has been devoted to the assessment of the seismic reliability of corroded structures. For the life‐cycle assessment of RC structures in a marine environment and earthquake‐prone regions, the effect of corrosion due to airborne chlorides on the seismic capacity needs to be taken into consideration. Also, the effect of the type of corrosive environment on the seismic capacity of RC structures has to be quantified. In this paper, the evaluation of the displacement ductility capacity based on the buckling model of longitudinal rebars in corroded RC bridge piers is established, and a novel computational procedure to integrate the probabilistic hazard associated with airborne chlorides into life‐cycle seismic reliability assessment of these piers is proposed. The seismic demand depends on the results of seismic hazard assessment, whereas the deterioration of seismic capacity depends on the hazard associated with airborne chlorides. In an illustrative example, an RC bridge pier was modeled as single degree of freedom (SDOF). The longitudinal rebars buckling of this pier was considered as the sole limit state when estimating its failure probability. The findings show that the life‐cycle reliability of RC bridge piers depends on both the seismic and airborne chloride hazards, and that the cumulative‐time failure probabilities of RC bridge piers located in seismic zones can be dramatically affected by the effect of airborne chlorides. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献