化学工业园区规划环评指标体系初探

本文以某化工园区规划环评为例,根据化工区的行业特点,在总结国内外相关研究的基础上,探讨了化工园区规划环评指标体系设置原则和基本程序。在充分考虑了发展循环经济和生态工业、实现区域可持续发展、持续推进清洁生产等方面的基础上,通过基础指标初步筛选、多角度指标分析和专家咨询、公众参与等三个步骤的筛选,最终形成了一套适合于该化工园区规划环评指标体系。     

推进工业领域污染防治的实施战略研究

通过对工业污染防治面临的主要问题以及未来工业绿色发展态势和国家环境保护严峻形势进行深入分析,指出"十三五"是中国工业面临转型升级的重要战略机遇期,并重点从推动生产方式绿色化、发展节能环保产业、推进清洁生产和循环经济、强化污染防治力度等方面提出了工业行业在推进污染防治工作中的总体思路和发展战略。     

流动注射氢化物发生原子荧光光谱法同时测定海水养殖基地环境介质中As和Hg

应用氢化物发生原子荧光光谱技术,同时测定海水养殖基地环境介质底泥、海水和水产品中微量As和Hg。研究了载流、KBH4浓度对As和Hg测定的影响。在最佳实验操作条件下,As和Hg检出限分别为0.028 3μg/L、0.017 4μg/L。底泥中As和Hg的加标回收率分别为89.7%～112.6%和91.7%～110.8%,相对标准偏差分别为2.7%～5.3%和2.2%～4.3%;海水中As和Hg的加标回收率分别为90.2%～101.8%和90.0%～108.8%,相对标准偏差分别为3.1%～5.6%和2.1%～4.5%;水产品中As和Hg的加标回收率分别为89.6%～102.0%和89.2.0%～108.0%,相对标准偏差分别为2.6%～4.9%和1.7%～4.4%。     

两株高效芘降解菌对土壤中芘的降解研究

研究了芘的高效降解菌株在土壤环境中对芘降解情况,主要结论如下:(1)芽孢杆菌B6和假单孢菌B17在土壤中仍对芘具有较强的降解能力,在10 d时对芘降解率达到最大值,降解率依次为24.45%和18.77%;(2)接入菌株后,土壤中过氧化氢酶和多酚氧化酶的活性变化不显著;(3)使用利福平抗性细菌研究了菌株的定殖状况,结果表明由于土壤恶劣的环境条件,使定殖菌量偏低,但2种菌株在土壤中仍具有一定的定殖能力。且菌株B6在土壤中增殖能力强于菌株B17。     

东昆仑五龙沟金矿床Ⅲ矿段原生晕特征及模式

五龙沟金矿床Ⅲ矿段呈现以Au、As、Ag为主 ,伴有Pb、Zn、Cu、Bi、Sb等多元素的综合原生晕 ,其中Au、Ag、As为典型矿致异常元素组合 ,其次为Hg、Sb、Bi;Ag、As、Sb等元素为远程指示元素 ,也为矿体前缘晕和上部特征元素 ;Hg、Bi、Pb为矿体上部和中上部原生晕特征元素组合 ,也为中远程指示元素 ;Cu、Zn为矿体中部和中下部原生晕特征指示元素 ;Au在整个原生晕中均是特征直接指示元素 ;原生晕轴向分带序列为As-Sb-Ag-Bi-Pb-Hg-Au-Zn -Cu,横向分带序列为 ,矿体上部原生晕 :Au -Zn -Ag -Bi-As-Hg -Cu-Sb -Pb ;中下部原生晕 :Zn -Cu-Au -Ag -Hg-As-Pb -Sb -Bi。矿致原生晕特征为Au原生晕发育 ,平均强度大于 1 60× 1 9-9;原生晕组合复杂 ,Au、Ag、As、Sb、Hg、Bi、Zn原生晕连续性好 ,范围大于构造带 ,有内中外或外中浓度带 ,各指示元素原生晕吻合性好 ;一般在矿体 (带 )受中度剥蚀深度 (或矿体已露出 )断面上 ,Au -Ag和Au -As具正相关表现 ,相关性较好。这些特点或指标 ,可作为以蚀变岩型为主要类型金矿床的地球化学信息标志     

Arsenic and chromate removal from water by iron chips-Effects of anions

The purpose of this study is to estimate the removal efficiency of As and Cr (VI) by one kind of industrial waste — iron chips, as well as to estimate the effects of typical inorganic anions (sulfate, phosphate, and nitrate), and typical organic anions (citrate, oxalate, and humate) on As or Cr (VI) removal. The results showed that 98% of As (V) and 92% of As (III) could be removed from aqueous phase by the iron chips within 60 min. Compared with As species, Cr (VI) was removed much more rapidly and efficiently with 97% of Cr (VI) being removed within 25 min. The removal efficiency for arsenic was in the order: As (III) (sulfate), As (III) (nitrate) or As (III), As (III) (humate), As (III) (oxalate), As (III) (citrate), As (III) (phosphate), and for chromate was in the order: Cr (VI) (sulfate), Cr (VI) (phosphate) or Cr (VI) (nitrate) or Cr (VI) (oxalate), Cr (VI), Cr (VI) (citrate), Cr (VI) (humate). In all the treatments, pH level increased with time except for As (III), the removal of which was either without anions or in the presence of humate or nitrate.     

Synthesis and kinetics investigation of meso-microporous Cu-SAPO-34 catalysts for the selective catalytic reduction of NO with ammonia

A series of meso-microporous Cu-SAPO-34 catalysts were successfully synthesized by a one-pot hydrothermal crystallization method, and these catalysts exhibited excellent NH_3-SCR performance at low temperature. Their structure and physic chemical properties were characterized by means of X-ray diffraction patterns(XRD), Scanning electron microscopy(SEM), Transmission electron microscopy(TEM), N_2 sorption-desorption, nuclear magnetic resonance(NMR), Inductively Coupled Plasma-Atomic Emission spectrometer(ICP-AES), X-ray absorption spectroscopy(XPS),Temperature-programmed desorption of ammonia(NH_3-TPD), Ultraviolet visible diffuse reflectance spectroscopy(UV-Vis DRS) and Temperature programmed reduction(TPR).The analysis results indicate that the high activities of Cu-SAPO-34 catalysts could be attributed to the enhancement of redox property, the formation of mesopores and the more acid sites. Furthermore, the kinetic results verify that the formation of mesopores remarkably reduces diffusion resistance and then improves the accessibility of reactants to catalytically active sites. The 1.0-Cu-SAPO-34 catalyst exhibited the high NO conversion( 90%) among the wide activity temperature window in the range of 150–425℃.     

Synthesis and evaluation of cationic flocculant P(DAC-PAPTAC-AM) for flocculation of coal chemical wastewater

In this study, a high-efficiency cationic flocculant, P(DAC-MAPTAC-AM), was successfully prepared using UV-induced polymerization technology. The monomer Acrylamide (AM): Acryloxyethyl Trimethyl ammonium chloride (DAC): methacrylamido propyl trimethyl ammonium chloride (MAPTAC) ratio, monomer concentration, photoinitiator concentration, urea content, and cationic monomer DAC:MAPTAC ratio, light time, and power of high-pressure mercury lamp were studied. The characteristic groups, characteristic diffraction peaks, and characteristic proton peaks of P(DAC-MAPTAC-AM) were confirmed by fourier transform infrared spectroscopy (FTIR), X-Ray diffraction (XRD), ¹H nuclear magnetic resonance spectrometer (¹H NMR), and scanning electron microscopy (SEM). The effects of dosage, pH value, and velocity gradient (G) value on the removal efficiencies of turbidity, COD, ammonia nitrogen, and total phenol by poly aluminum ferric chloride (PAFC), P(DAC-MAPTAC-AM), and PAFC/P(DAC-MAPTAC-AM) in the flocculation treatment of coal chemical wastewater were investigated. Results showed that the optimal conditions for the flocculation of coal chemical wastewater using P(DAC-MAPTAC-AM) alone are as follows: dosage of 8–12 mg/L, G value of 100–250 s ^? 1, and pH value of 4–8. The optimal dosage of PAFC is 90–150 mg/L with a pH of 2–12. The optimal dosage for PAFC/P(DAC-MAPTAC-AM) is as follows: PAFC dosage of 90–150 mg/L, P(DAC-MAPTAC-AM) dosage of 8–12 mg/L, and pH range of 2–6. When P(DAC-MAPTAC-AM) was used alone, the optimal removal efficiencies of turbidity, COD, ammonia nitrogen, and total phenol were 81.0%, 35.0%, 75.0%, and 80.3%, respectively. PAFC has good tolerance to wastewater pH and good pH buffering. Thus, the flocculation treatment of coal chemical wastewater using the PAFC/P(DAC-MAPTAC-AM) compound also exhibits excellent resistance and buffering capacity.     

城市污水强化一级处理技术及发展趋势

基于经济与环保的要求，分析了城市污水强化一级处理的适用情况，指出了城市污水强化一级处理的主要工艺方法、特点、处理效果及应用，并提出了城市污水强化一级处理技术的发展趋势。     

生物法净化挥发性有机废气的吸附-生物膜理论模型与模拟研究

针对挥发性有机废气的生物法净化过程,进行了吸附-生物膜新型理论的相关动力学模型研究.经采用实验室数据和工业应用试验结果的对比验证表明,该模型对描述实际过程有很好的适用性.应用该模型对人口气体甲苯浓度、气体流量及生物膜填料层高度等主要因素的影响进行模拟研究,模拟计算值与实验值之间有较好的相关性,相关系数r为0.80～0.97.