污水处理厂尾水排江环境影响研究

污水处理厂尾水排江的做法可以解决污水厂尾水的出路问题,就此做法对环境的影响如何,本文利用列出的评价方法综合环境监测数据预测了尾水排江的环境影响状况,并消除或减小污水厂尾水排江造成环境影响,提出了三点相应的措施。     

Numerical and experimental investigations on laser melting of stainless steel 316L metal powders

This paper presents numerical and experimental investigations on laser melting of SS grade 316L powder on top of AISI 316L substrate using a pulsed Nd:YAG laser. The objectives of the present study are to understand the effect of process parameters such as laser power, scanning speed and beam size on geometry characteristics of the melt zone and ball formation. We formulated a moving heat source problem and obtained transient temperature solutions using commercial finite element solver. The geometry characteristics of the melt zone are evaluated from the temperature solutions and compared with experimental results. The effect of laser parameters on the geometry, morphology and homogeneity of single track realization was methodically analyzed by utilizing characterization tools such as laser particle size analyzer, macro and microscopic inspection, Scanning Electron Microscope (SEM), X-Ray Diffraction (XRD) and Fourier Transform Infrared Spectroscopy (FTIR). The results presented in this paper are beneficial to realize homogenous layer formation in additive manufacturing processes involving powder melting by laser beam.     

舰艇用高强钢强度及其耐蚀性现状及发展趋势

通过对国内外海军舰艇用高强钢的种类、性能、腐蚀问题和焊接等方面的介绍,分析了国内外海军舰艇用高强钢耐腐蚀性的现状及发展趋势,认为未来海军舰艇用高强钢将向高强度、大规格、低磁性及耐腐蚀方向发展。     

两种不锈钢在冷却塔冷凝酸液中的耐蚀性能

目的分析304不锈钢和316L不锈钢在电厂冷却塔内海水及烟气形成的模拟冷凝酸液环境中的耐蚀性能。方法利用浸泡试验和电化学试验方法测试两种不锈钢在模拟冷凝酸液中的腐蚀形貌、腐蚀率和极化曲线。结果 304不锈钢在模拟冷凝酸液中的耐蚀性能较差,其腐蚀率及钝态稳定性受冷凝酸液pH值的影响较大;316L不锈钢在模拟冷凝酸液中的耐蚀性能较好,其腐蚀率及钝态稳定性受冷凝酸液pH值的影响较小。结论 316L不锈钢在冷却塔冷凝酸液中的耐蚀性能明显优于304不锈钢。     

植物中锌同位素的研究进展

锌同位素是示踪植物中锌地球化学的重要手段,详细了解植物中锌同位素的分馏过程是探究其生物地球化学的关键。本文对目前研究程度较高的超富集植物、普通植物的锌同位素分馏成果进行了系统的总结,发现二者锌同位素分馏趋势基本一致,即相比于培养液或土壤的同位素组成,植物根部相对富集锌的重同位素,而植物地上部(如茎、叶等组织器官)相对富集锌的轻同位素。对于能够引起植物发生锌同位素分馏的因素归纳如下:(1)植物根部相对富集锌的重同位素,是土壤中锌的形态、根部对锌的吸收方式、细胞表面吸附共同作用的结果;(2)植物木质部对锌的向上运输,会随着传输距离的增加而使地上部组织器官相对富集锌的轻同位素;(3)大气沉降也可能导致叶片富集锌的轻同位素。     

钢铁行业持久性有机污染物的生成与控制研究

在钢铁行业持久性有机污染物产生排放过程分析的基础上,提出持久性有机污染物污染防控对策。首先,阐述持久性有机污染物的定义并进行来源和特征分析;其次,从钢铁行业产生持久性有机污染物的三个主要工艺(焦化、电弧炉冶炼和烧结)分析持久性有机污染物产生原理、过程及产生量;最后,提出钢铁行业持久性有机污染物污染防控手段,包括源头预防、电弧炉冶炼和烧结等工艺过程控制,物理法、化学法和生物法等终端治理方法三个方面,并对持久性有机污染物污染控制进行展望。     

城市污水处理厂生物泡沫的案例分析及控制研究

通过对天津市两座污水处理厂生物泡沫的情况进行分析发现,丝状菌是形成生物泡沫的直接原因,而进水水质冲击、水温、泥龄、气水比是诱发丝状菌快速增殖的主要因素。控制措施有喷洒水等物理方法和投加药剂等化学方法,但实践证明合理调整工艺运行方式是预防和控制生物泡沫的根本手段,例如降低污泥龄、提高生物池的有机负荷率、降低曝气的空气量等方法。     

三峡库区消落带3种植物淹水后汞的动态变化及其对水体的影响

被淹没的植物是水库甲基汞异常升高的来源之一.为探寻淹水条件下三峡水库消落带植物中汞的动态变化特征及其对水体的影响,通过室内模拟试验,研究淹水条件下稗草、狗牙根、玉米秸秆中汞含量变化及其向水体释汞情况.结果表明,3种植物总汞含量范围为9.21~12.07 ng·g-1,甲基汞占总汞的质量分数约为1%~2%.淹水后,植物总汞含量逐渐降低,其降幅为35.81%~55.96%;而上覆水溶解态汞(DHg)浓度迅速上升,增幅为103.23%~232.15%,说明植物腐烂分解会向水体释放汞.淹水环境为植物体组织内甲基化提供了充裕条件,导致植物残体甲基汞含量升高,为初始含量的3.04~6.63倍,而上覆水溶解态甲基汞(DMe Hg)浓度也显著升高,为初始浓度的14.84~16.05倍.淹水期间,上覆水中DMe Hg与溶解氧(DO)浓度表现为极显著负相关,与可溶性有机碳(DOC)浓度存在显著正相关.而在整个淹水过程中,上覆水DHg浓度变化量为植物总汞释放量的41.74%~47.01%,且各植物残体总汞含量与上覆水DHg浓度存在极显著负相关.     

人工湿地不同填料组合去除典型污染物的研究

选取沸石、火山岩、空心砖、钢渣4种填料,通过对水中典型污染物的等温吸附试验,进行填料组合方式的优化配比.选取优化后的配比组合模拟人工湿地基质系统进行动态试验,进一步考察分析不同填料组合对污染物去除效果的差异.实验结果表明,Langmuir模型能够较好地模拟填料对氮、磷的吸附过程.各填料对NH+4-N的饱和吸附量大小为沸石(2388.92 mg·kg-1)空心砖(618.39 mg·kg-1)火山岩(310.84mg·kg-1);对磷的饱和吸附量大小为空心砖(3051.57 mg·kg-1)钢渣(2863.69 mg·kg-1)火山岩(1102.78 mg·kg-1)沸石(717.15mg·kg-1).在动态试验中,不同的填料组合对污染物具有不同的去除效果.综合考虑各填料组合对污染物的去除,选取效果最优的填料组合为ZH11(沸石与空心砖质量比1∶1混合),其对COD、NH+4-N、NO-3-N、TP的去除率分别达到62.40%、95.54%、59.82%和97.50%.     

CH4 emission and conversion from A2O and SBR processes in full-scale wastewater treatment plants

Wastewater treatment systems are important anthropogenic sources of CH4emission. A full-scale experiment was carried out to monitor the CH4 emission from anoxic/anaerobic/oxic process(A2O) and sequencing batch reactor(SBR) wastewater treatment plants(WWTPs) for one year from May 2011 to April 2012. The main emission unit of the A2O process was an oxic tank, accounting for 76.2% of CH4emissions; the main emission unit of the SBR process was the feeding and aeration phase, accounting for 99.5% of CH4emissions. CH4can be produced in the anaerobic condition, such as in the primary settling tank and anaerobic tank of the A2O process. While CH4can be consumed in anoxic denitrification or the aeration condition, such as in the anoxic tank and oxic tank of the A2O process and the feeding and aeration phase of the SBR process. The CH4emission flux and the dissolved CH4concentration rapidly decreased in the oxic tank of the A2O process. These metrics increased during the first half of the phase and then decreased during the latter half of the phase in the feeding and aeration phase of the SBR process. The CH4oxidation rate ranged from 32.47% to 89.52%(mean: 67.96%) in the A2O process and from 12.65% to 88.31%(mean: 47.62%) in the SBR process. The mean CH4 emission factors were 0.182 g/ton of wastewater and 24.75 g CH4 /(person·year) for the A2O process, and 0.457 g/ton of wastewater and 36.55 g CH4 /(person·year) for the SBR process.