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121.
Junhua Li Shangchao Xiong Jianjun Chen Hao Liu Wenzhe Si Yue Peng Xuecheng Wu Huan Liu 《环境科学学报(英文版)》2023,123(1):400-416
In most of the world's building material industries, the control of flue gas pollutants mainly focuses on a single pollutant. However, given the large capacity and high contribution of China's building materials industry to global air pollution, the need to develop multi-pollutant emission reduction technology is urgent. Recently, China has focused on reducing the emissions of flue gas pollutants in the building materials industry, established many key research and development projects, and gradually implemented more stringent pollutant emission limits. This project focuses on the most recent advances in flue gas emission control technology in China's building materials industry, including denitration, dust removal, desulfurization, synergistic multi-pollutant emission reduction, and the construction of pilot research and demonstration projects for pollutant removal in several building material industries. On this basis, revised pollutant limits in flue gas emitted in China's building material industry are proposed. 相似文献
122.
针对舰船用金属材料在复杂海洋环境下存在的腐蚀问题,概述了舰船用金属材料腐蚀与防护的相关研究进展。介绍了合金钢、铜合金、钛合金和铝合金这些典型舰船用金属材料的常用类型和使用场所,阐述了舰船用金属材料所处不同海洋区带内的腐蚀环境特征,以及点蚀、缝隙腐蚀、电偶腐蚀、微生物腐蚀和应力腐蚀开裂等舰船用金属材料常发生的腐蚀类型。综述了目前对舰船用金属材料腐蚀防护采取的措施,重点关注了表面涂镀层和改性技术的研究进展。最后,提出了舰船用金属材料腐蚀防护未来的研究方向,需从加强腐蚀机理研究、建立腐蚀数据库和发展新型表面腐蚀防护技术3方面入手。 相似文献
123.
针对有机污染地下水原位化学氧化修复中普遍存在的氧化剂过量使用、污染物反弹和二次污染问题,以苯胺(AN)为特征污染物,以活化过硫酸盐为氧化剂,采用硬脂酸为胶结剂,制备过硫酸钠(PS)和硫酸亚铁(FeSO4)缓释胶囊,构建基于PS和FeSO4缓释胶囊的可渗透反应屏障(PS-FeSO4-PRB),考查了缓释胶囊组分、地下水流速对PRB中活性物质释放和AN去除的影响.结果表明,当缓释胶囊中活性物质/硬脂酸为1/2,地下水流速为0.1mL/min时,48h后PRB中PS和Fe2+累计释放率分别为43.18%和14.98%.当PRB中FeSO4/PS为1/9时,AN累计去除率达到95.37%,TOC累计去除率为57.07%.采用砂柱模拟AN污染地下水,比较了直接注射PS和FeSO4与PS-FeSO4-PRB两种处理方式的修复性能,4d内两者的AN累计去除率分别为35.22%和69.74%,TOC累计去除率分别为15.83%与14.88%.PS-FeSO4-PRB修复效果明显高于直接注射处理.GC/MS分析表明,处理后产生了对苯醌、偶氮苯以及长链烷烃等产物,导致AN矿化率不高.pH值和Eh连续记录结果表明,PS-FeSO4-PRB处理能够保持反应体系氧化还原电位和酸碱性的相对稳定.相比直接注射氧化剂,基于PS和FeSO4-缓释胶囊的PRB处理中地下水的急性毒性更低,二次污染风险更小. 相似文献
124.
介绍了有证标准样品的定义和主要作用,详细阐述了有证标准样品在检测实验室的7个主要应用领域、正确使用指南和科学管理方法,以保证检测实验室检测结果的准确和量值溯源性。 相似文献
125.
Zunhang Lv Kaihang Wang Yingying Si Zihan Li Tianpeng Yu Xin Liu Guixue Wang Guangwen Xie Luhua Jiang 《绿色能源与环境(英文)》2022,7(1):75-85
Judiciously engineering the electrocatalysts is attractive and challenging to exploit materials with high electrocatalytic performance for hydrogen evolution reaction. Herein, we successfully perform the interface engineering by alternately depositing Co–P and Ni–Fe–P films on nickel foam, via facile electroless plating and de-alloying process. This work shows that there is a significant effect of de-alloying process on alloy growth. The electronic structure of layered alloys is improved by interface engineering. The multilayer strategy significantly promotes the charge transfer. Importantly, the Co–P/Ni–Fe–P/NF electrode fabricated by interface engineering exhibits excellent electrocatalytic hydrogen evolution activity with an overpotential of 43.4 mV at 10 mA cm-2 and long-term durability for 72 h in alkaline medium (1 mol L-1 KOH). The innovative strategy of this work may aid further development of commercial electrocatalysts. 相似文献
126.
127.
镧掺杂纳米材料合成及其高氟选择性吸附特性 总被引:2,自引:0,他引:2
采用共沉淀法制备了镧渗杂的纳米镁铝层状双氢氧化物材料(LDHs),获得了一类对氟具有选择性的新型吸附材料.实验表征了LDH、其焙烧产物(LDOs)以及吸附氟后的材料(F-LDHs)的微观形态、体相组成等性质的变化,通过批处理试验和吸附柱试验对其工艺特性及影响因素进行了深入分析.实验结果表明,材料经600℃焙烧10min,在含200mg·l~(-1)SO_4~(2-),氟浓度为10mg·l~(-1)的配水中投加0.1g LDOs吸附240min,最高除氟率可达93.53%;在含200mg·l~(-1)SO_4~(2-)的氟溶液中,镁铝铜LDOs吸附氟的容量高于镁铝LDOs;吸附柱实验中,14h时出水氟含量小于国家标准(1 mg·l~(-1));共存阴离子对材料的除氟干扰强度排序为:Co_3~(2-)>PO_4~(3-)>NO_3~->Cl~-.材料吸附氟后可用0.5mg·l~(-1)的Na_2CO_3洗脱,并经600℃焙烧10min再生,再生4次后选择性除氟效果稳定. 相似文献
128.
129.
Theresa Stevens Savery George H. Belt Dale A. Higgins 《Journal of the American Water Resources Association》2001,37(3):641-654
ABSTRACT: Data collected from 121 stream reaches during 1991 to 1993 were evaluated to determine the applicability of the Rosgen Stream Classification System (RSCS) to the low relief terrain within the Chequamegon‐Nicolet National Forest (CNNF) in Wisconsin, USA. All reaches were classified to RSCS Level I and II except that 10.7 percent had sinuosities below the continuum limits and one reach had a predominantly organic substrate. Five of eight possible RSCS Level I types were observed including B, C, D, A, E, and F; 86 percent were C and E types. Seventeen of 94 possible RSCS Level II types were observed. Most reaches were slightly entrenched, had low to moderate width/depth ratios, relatively low sinuosity, low slope, and sand or gravel as the dominant channel material. Discriminant analyses were used to verify the applicability of RSCS for streams within the CNNF; discriminant functions correctly classified 92.5 and 94.7 percent of the Level I and II RSCS types, respectively. When limits for E and F types were modified slightly at Level II by adding an additional category for slopes less than 0.1 percent (a modification we recommend for low relief terrain), discriminant functions correctly classified 99.1 percent of the types. Adding another slope break at 0.3 percent produced similar results. Based on our analyses, RSCS works well within the CNNF and is probably applicable to other areas with low‐relief terrain. 相似文献
130.