Structure optimization and annual performance analysis of the lens-walled compound parabolic concentrator

The primary lens-walled compound parabolic concentrator (lens-walled CPC) has a significant advantage of a larger half acceptance angle as a static solar concentrator, but it also has a drawback of a low optical efficiency. In order to overcome this drawback, in this article, series of structure parameters were investigated and compared to further improve the optical efficiency within the half acceptance angle combined with the material properties. The average optical efficiencies of the improved lens-walled CPCs could achieve more than 82% within the half acceptance angle of 35?. Experiments were adopted to verify the credibility and validity of the simulation. Moreover, annual performance of the lens-walled CPCs comparison with that of the mirror CPC for Nottingham was analyzed. Results show that the improved lens-walled CPC has a higher optical performance for actual building application.     

盐效萃取法从电子产品清洗废液中回收异丙醇

用盐效萃取法从电子产品清洗废液中回收片丙醇,考察了碳酸钾水溶液与该清洗废液的质量比对脱水率的影响,测定了异丙醇-水-碳酸钾体系存40℃时的液液相平衡数据,用Pitzer理论和NRTL方程对液液相平衡数据进行了理论计算。结果表明：当质量分数为60．00％的碳酸钾水溶液与该废液的质晕比为2．00时,脱水率高达90．00％;将有机相进行精馏可得到质量分数为99．50％的异丙醇;计算值与实测值接近,水相和有机相的绝对平均偏差分别为0．62％和0．46％。     

活性碳纤维在环境保护中的应用

由于活性碳纤维的吸附面积大,可以作为固相微萃取的纤维用于对环境污染物质的分析检测,包括含硫和含氯的一些有机化合物.同时,活性碳纤维具有良好的导电性能,可以作为电极,能有效地去除环境中城市污水、燃料废水和腐植酸的污染.     

长江河口硅和磷生源要素质量浓度的变化特征

根据近年来长江河口区域内大通水文站的记录和近期在长江入海河口区上海段多个采样点的生源要素质量浓度实测数据,比较水中可溶性硅酸盐和磷酸盐的质量浓度,分析在长江入海河口区水中硅和磷元素含量的主要变化特征.结果表明,长江水中的硅酸盐和磷酸盐从长江入海河口进入大海的过程中,其质量浓度有降低的趋势,它们在长江入海河口的多年的质量浓度变化趋势是相反的.长江入海河口区域上游的磷酸盐质量浓度升高幅度较大,而硅酸盐变化不大,硅酸盐、磷酸盐质量浓度在长江河口区进入海洋的过程中迅速降低.      

青藏铁路50年内不惧冻土

青藏铁路有553公里从冻土区经过,而高原冻土的融沉和冻胀,会造成路面的坑坑洼洼,给行车留下安全隐患。因此曾有“青藏线10年后会因冻土退化出现安全问题”的说法,对此,风火山观测站对外宣称,青藏铁路能够克     

豆制品加工废水处理工程设计分析

豆制品加工废水有机物和悬浮物浓度较高,水量及水质波动大,且容易发酸发臭。浙江某豆制品生产企业采用化学沉淀+SBR生化工艺对废水进行处理,出水水质达到《污水综合排放标准》GB8978-1996三级标准。该工艺操作简便,运行稳定,处理效率高,适合中小规模豆制品企业废水的处理。     

耐盐苯酚降解菌Staphylococcus sp.的分离及降解特性

从巴丹吉林沙漠盐湖表层沉积物中筛选到一株高效耐盐苯酚降解菌CL.测定了菌株CL的生理生化指标、16S rRNA基因序列,通过动力学模型探究了该菌株的生长和苯酚降解特性,同时考察了固定化对其耐受及降解苯酚能力的影响.结果表明,菌株CL属于葡萄球菌属(Staphylococcus sp.),在温度30℃、pH 7.0—8.0、盐度0—10%和苯酚浓度100—200 mg·L~(-1)条件下,该菌株能高效降解苯酚,其降解率均在85%以上.菌株CL对不同浓度苯酚的降解符合Haldane模型,其最大比降解速率和抑制常数分别为0.32 h~(-1)和351.70 mg·L~(-1),同时该菌株在不同盐度下对苯酚的降解符合Ghose and Tyagi模型.固定化可以明显增加菌株CL对苯酚的降解和耐受能力.菌株CL在高盐环境下能够高效降解苯酚,具有生物处理高盐含酚废水的潜力.     

废铅酸蓄电池铅膏铵法预脱硫过程的动力学分析

以废铅酸蓄电池中铅膏为研究对象,开展了用NH_4HCO_3为脱硫剂对铅膏进行脱硫转化的实验研究。通过分析反应过程中PbSO_4转化率随时间的变化关系,考察了搅拌速度、反应温度及NH_4HCO_3浓度对铅膏脱硫转化的影响;利用固液多相反应的收缩核模型,分析了反应的动力学过程,并计算了反应的表观活化能及表观反应级数。结果表明:在实验选取的条件范围内,提高反应温度、增大NH_4HCO_3浓度及加快搅拌速度均可以促进铅膏的脱硫转化;表观活化能为9.7 kJ·mol~(-1),表观反应级数为0.71,反应过程受内扩散步骤控制。研究结果可为铅膏铵法预脱硫技术能高效、低耗的应用提供参考。     

加氢裂化REAC系统双相不锈钢管道焊缝铁素体含量的讨论

本文介绍了专利商对应用于加氢裂化REAC系统的双相不锈钢S32205焊接接头的要求,简要说明了双相不锈钢的焊接工艺评定;分析了填充金属化学成分、焊接线能量、焊接冷却速度对双相不锈钢焊缝铁素体含量的影响;分析了双相不锈钢焊缝铁素体含量达到专利商要求的能力,以及手工电弧焊焊缝铁素体含量达不到专利商35%~60%要求的原因是焊条化学成分设计的结果;分析了焊缝铁素体含量要求的合理性,介绍了AWS、API、NACE及国家行业标准对于双相不锈钢焊接接头铁素体含量的要求;介绍了现场的焊接工艺,以及使实际焊缝达到使用要求的方法.     

Determination of Steroid Estrogens in Wastewater Treatment Plant of A Controceptives Producing Factory

Steroid estrogens such as estrone (E1), 17β-estradiol (E2), estriol (E3), and 17α-ethynylestradiol (EE2) have been suspected to be the main contaminants, which can affect the endocrine system of animals. Many authors have investigated these chemicals in the domestic wastewater treatment plants (WTP). However, wastewater from industries producing steroid contraceptives has not got ample attention. From the environmental point of view, the four steroids are very significant because even very low concentrations (ng/L) can cause reproductive disturbances in human, livestock and wildlife. The main purpose of the present investigation was to develop an analytical method for the determination of the four steroid estrogens present in WTP of a pharmacy factory, mainly producing contraceptive medicine in Beijing, China. Analysis was performed by solid-phase extraction (SPE) system and liquid chromatography combined with tandem mass spectrometry (LC/MS/MS). The average recoveries from effluent samples ranged from 88% to 103% and the precision of the method ranged from 9% to 4%. Based on 0.5-L wastewater samples, the limit of quantification (LOQ) was determined at 0.7 ng/L for E1, 0.8 for E2, 0.9 ng/L for E3, and 0.5 ng/L for EE2 in influent, and 1.0 ng/L for E2 and EE2, and 2.0 ng/L for E1 and E3 in effluent. In the influent samples, average concentrations of 80, 85, 73 and 155 ng/L were determined for E1, E2, E3 and EE2, respectively, showing that they were removed in this WTP to the extent of 79, 73, 85 and 67%, respectively.