钠盐量影响下DD6单晶高温合金的高温热腐蚀规律研究

目的 开展镍基单晶高温合金DD6在950 ℃下的热盐腐蚀试验(95%Na2SO4+5%NaCl)，探明涂盐量和涂盐方式(周期涂盐和单次涂盐)对DD6高温热腐蚀的影响规律和机理。方法 结合扫描电子显微镜、X射线能量色散谱、X射线衍射等设备，对不同涂盐量及涂盐方式下DD6的表面及横截面形貌进行观察分析，分析不同涂盐量和涂盐方式下DD6的高温热腐蚀机理。结果 DD6在950 ℃下主要发生碱性熔融热腐蚀，同时伴随氧化、硫化和氯化等过程。高温热腐蚀使得DD6合金表面生成的保护性氧化膜被熔融态的腐蚀介质破坏，导致O、S、Cl等外部元素通过氧化膜的缺陷进入DD6基体中，在合金的亚表面发生内氧化、内硫化以及内氯化反应，横截面上出现明显的腐蚀层，其主要由氧化物以及硫化物组成。随着热腐蚀的进行，DD6表面物质发生了剥蚀，沉积盐量的增加导致剥蚀现象越加严重，合金内部致密的组织结构也被破坏，横截面上出现了大量孔洞、裂纹等缺陷。在相同涂盐量下，周期涂盐法使得DD6的腐蚀程度高于单次涂盐法。结论 DD6高温热腐蚀行为与涂盐量及涂盐方式密切相关，相同涂盐方式下，涂盐量越大，DD6热腐蚀更加严重。涂盐量一定时，周期涂盐法使得DD6的热腐蚀剧烈程度大于单次涂盐法，且DD6在上述热腐蚀条件下均发生剥蚀破坏。     

纳氏试剂比色法测定氨氮的市售试剂检查方法研究

纳氏试剂比色法是测定水中氨氮的常用方法,分析所用的市售试剂纳氏试剂和酒石酸钾钠品种较多,选择国产与进口两种纳氏试剂和三种国产酒石酸钾钠批次试剂进行了筛选实验.通过不同反应时间校准曲线分析、检出限、加标回收率、外观、试剂杂质含量等多方面考察了试剂测定水体氨氮的适用性,初步确定了适合水样氨氮监测的试剂,并为市售试剂的可靠性提供了可行的检验方法,对实验室样品分析过程中的试剂控制具有一定的指导意义.     

河口盐沼植物分布对有效光合辐射的响应

对东滩植被带光量子通量密度的调查研究表明:互花米草带与海三棱藨草带光量子通量密度没有显著性差异,其值分别为1 570和1 556μmol/(m2·s)。光照对两物种的生长、繁殖等植物行为的影响只取决于其对光照的利用能力和效率;在互花米草和海三棱藨草混生带,到达互花米草和海三棱藨草的光量子通量密度之间存在显著差异(P0.05),互花米草对海三棱藨草的遮荫效应达63%,表明互花米草对海三棱藨草具有强的遮荫作用。光照不足严重影响海三棱藨草的生长,在混生带,海三棱藨草生长速率降低,种群密度和生物量减少,植株高度增加。因此,互花米草对海三棱藨草的遮荫作用,抑制了海三棱藨草在中潮滩的更新过程,因而也是造成海三棱藨草生境丧失的重要原因之一。     

Source identification, contamination status and health risk assessment of heavy metals from road dusts in Dhaka, Bangladesh

In this study, concentrations of Cr, Mn, Ni, Cu, Zn, Cd and Pb were determined in road dusts collected from different locations in Dhaka to assess source, contamination status and health risk. Energy-dispersive X-ray fluorescence spectroscopy and energy-dispersive X-ray spectroscopy were used to determine Cr, Mn, Ni, Cu, Zn, Cd and Pb and their mean concentrations were 162.27 ± 29.46, 721.18 ± 180.14, 35.65 ± 12.55, 104.56 ± 128.33, 515.32 ± 321.90, BDL, and 342.82 ± 591.20 mg/kg, respectively. Among the heavy metals, highest concentrations of Cu, Zn and Pb were found at urban sites-7 (municipal waste dumping) and 8 (medical waste incineration). Highest concentration of Cr followed by Cu and Zn was found at site-5 (Tejgaon, urban). Principal component analysis revealed that anthropogenic activities are the potential sources for Cr, Ni, Cu, Zn and Pb while earth crust for Mn. Pollution index and pollution load index results suggested that all the sites were contaminated and/or degraded by Cr, Cu, Zn and Pb except sites-9 (urban), 10 (sub-urban), 11 (rural) while sites-7 and 8 (urban) were extremely degraded. For noncarcinogenic health risk, hazard quotient values for dermal were higher compared to that of inhalation/ingestion. Though hazard index values were less than 1 at all the sites, these were at least one order of magnitude higher for children group than that of adult group, thus the children group may face more noncarcinogenic health risk at sites-7 and 8. Values of incremental lifetime cancer risk were from 10⁻⁹ to 10⁻¹¹ showed no carcinogenic health risk by road dusts contaminated with the heavy metals.     

Chloride Released from Three Permeable Pavement Surfaces after Winter Salt Application

Few studies exist on how chloride from chloride‐based deicers is transported in infiltration‐based stormwater control measures. In 2009, the U.S. Environmental Protection Agency (USEPA) constructed a 0.4 ha parking lot in Edison, New Jersey, that was surfaced with permeable interlocking concrete pavers (PICP), pervious concrete (PC), and porous asphalt (PA). Each surface type has four equally sized, lined sections that direct all infiltrate to separate 5.7 m³ collection tanks. The USEPA acute criterion for aquatic life (860 mg/l) was exceeded in events immediately following a snow event. Concentrations of the infiltrate exceeded the detection limit (5 mg/l) year round but did not exceed the USEPA chronic toxicity (230 mg/l) after April. The chloride concentration decreased with cumulative rainfall since previous snow event, and a power regression described this relationship. In the power regression, the coefficient (b) described the initial concentration following a snow event, and the exponent (m) described the rate in which chloride was flushed through the system with infiltrating water. PC had the largest coefficient (5,664) and largest absolute exponent (?0.92), followed closely by PICP (b = 4,943 and m = ?0.87), and distantly by PA (b = 2,907 and m = ?0.67). The differences in release rate were proportional to the measured surface infiltration rates of 4,000; 2,400; and 200 cm/h for PC, PICP, and PA, respectively. These results will assist those who manage or regulate stormwater where receiving waters are chloride impaired.     

用碳化法从制碱废渣一次盐泥中制取轻质氧化镁的研究

本研究是用制碱废渣一次盐泥作原料，采用二氧化碳碳化法制取轻质氧化镁。同时分析了提取轻质氧化镁后的残渣用于制造水泥或其它胶凝材料的原料的可行性。     

SnAgCu焊料中Sn元素在模拟土壤溶液中的浸出行为

研究了Sn-3.5Ag-0.75Cu无铅焊料及其与Cu基板的钎焊接头在模拟土壤的NaCl,NaCl-Na2SO4和NaCl-Na2SO4-Na2CO3溶液中Sn元素的浸出行为.结果表明:焊料在NaCl-Na2SO4-Na2CO3溶液中Sn的浸出相对严重;而接头在NaCl溶液中Sn的浸出量最多.在Sn浸出量多的焊料和接头表面形成厚而疏松的腐蚀产物,XRD分析表明其产物主要由SnO,SnO2和Sn4(OH)6Cl2组成.动电位极化测试分析表明接头中Cu基板与焊料合金之间的电偶腐蚀是焊料合金与接头在同种溶液中Sn元素浸出差异的主要原因.     

地下空间在节能减排中的应用及展望

在能源短缺和环境污染的双重压力下,我国出台多项措施加大节能减排力度。总结概括了地下空间的几种类型,认为盐岩洞穴、废弃矿洞、废弃油井、枯竭油气层等地下空间经过技术改造,可以埋存CO2、固体垃圾、废弃核原料,储存油气,地热利用等,能创造可观的社会价值和环境保护效益,可作为节能减排的一种有效措施。以山东地区为例,调研分析了山东多处地下空间利用现状,给出了地下空间的三种发展方向。     

几种表面防护体系耐盐雾性能研究

目的通过对比试验室加速腐蚀试验结果,获得耐盐雾腐蚀性能最佳的表面防护体系。方法选用2024铝合金的几种不同表面防护体系,进行盐雾腐蚀试验。通过宏观腐蚀形貌和涂层失光率变化来分析判定表面防护体系耐腐蚀性能,获得抗腐蚀性能优异的表面防护体系。结果综合内外部防护体系宏观腐蚀形貌和失光率情况来看,阿洛丁氧化和所配套的三套涂层系统的盐雾适应性较差。结论内部防护体系推荐采用铬酸阳极化+10P4-X底漆防护体系;外部防护体系推荐采用铬酸阳极化+10P20-X底漆+ECL面漆防护体系。     

外源甜菜碱投加增强高盐废水厌氧氨氧化脱氮性能

废水因含盐量高而导致其生物处理效率降低,对于如何提高高盐环境下的生物处理效率已成为目前的研究热点.采用厌氧氨氧化工艺处理高盐废水,以不同甜菜碱浓度对厌氧氨氧化脱氮效能为研究对象,探讨了甜菜碱对厌氧氨氧化脱氮效能的影响.结果表明：①投加甜菜碱对系统脱氮效能有明显的改善作用,甜菜碱浓度为0.1~0.4 mmol·L^-1时,添加甜菜碱缓解了盐胁迫对厌氧氨氧化菌生长的抑制,也促进了反硝化菌的生长;甜菜碱浓度为0.4~0.5 mmol·L^-1时,推测反硝化菌为优势菌群,但对总氮去除表现为促进作用.甜菜碱浓度大于0.5 mmol·L^-1后,添加甜菜碱已无法缓解盐胁迫对反应器脱氮效能的抑制,最终在甜菜碱浓度0.8 mmol·L^-1时对反应器产生完全抑制.②甜菜碱的添加浓度为0.3 mmol·L^-1时,反应去除效能达到最佳,NH₄⁺-N和NO₂^--N分别提升了16%和32%,NRR提升了26.8%.③在最后的恢复试验中,随着甜菜碱浓度的降低反应器脱氮效能得到快速恢复,NH₄⁺-N恢复到50.6%,NO₂^--N平均去除率为63.7%,NRR恢复到0.65 kg·（m³·d）^-1,这说明甜菜碱对反应器的影响是可逆的.