Enhanced the photoelectrochemical performance of Bi2XO6 (X = W, Mo) for detecting hexavalent chromium by modification of CuS

In this work, Bi₂XO₆ (X = W, Mo) are synthesized at different temperatures. The results of tests find the optimal temperatures of Bi₂WO₆ and Bi₂MoO₆ are 180 and 160°C (BW-180, BM-160). Then, BW-180 and BM-160 are further compounded with different contents of CuS. The results of photoelectrochemical (PEC) tests show that CuS can improve the PEC performance of semiconductor materials, and it has better performance when CuS mass fraction is 5%. These maybe the photoelectron potentials generated by CuS/Bi₂XO₆ (X = Mo, W) heterojunction reduce the combination of photogenerated electrons and holes. When the PEC sensor based on 5%-CuS/BW-180 detects Cr(VI), it has a linear range of 1–80 μmol/L with detection limit of 0.95 μmol/L, while the PEC sensor based on 5%-CuS/BM-160 detects Cr(VI) has a linear range of 0.5–230 μmol/L and a detection limit of 0.12 μmol/L. Thus, 5%-CuS/Bi₂XO₆ has potential application in hexavalent chromium detection.     

The spatial effect of fiscal decentralization on haze pollution in China

Environmental Science and Pollution Research - The fiscal decentralization system under China’s political centralization affects local economic and environmental policies, and thus has an...     

铁炭内电解垂直流人工湿地对污水厂尾水深度脱氮效果

针对污水厂尾水总氮(TN)含量偏高、微生物可利用碳源低的问题,构建铁炭内电解垂直流人工湿地(ICIE-VFCW)装置,研究了ICIE-VFCW对尾水的处理效果,并采用紫外-可见光光谱(UV-VIS)、凝胶过滤色谱(GFC),进一步探讨了ICIEVFCW强化脱氮机制.结果表明,ICIE-VFCW可提高系统对尾水中COD的去除,出水COD可稳定在30 mg·L~(-1)以下,全年、暖季、寒季COD平均去除率较普通垂直流人工湿地分别可提高10.16%、9.81%、11.22%.系统出水TN可维持在10 mg·L~(-1)以下,全年、暖季、寒季TN平均去除率较普通垂直流人工湿地分别提高13.72%、12.90%、16.17%.经过人工湿地处理后,污水中有机物的腐殖度、芳香度及相对分子质量(Mr)均有所下降,且ICIE-VFCW中Mr下降更为明显.湿地基质掺杂铁炭可促进尾水中大分子有机物转化为小分子,为微生物提供更多可利用碳源,从而提高脱氮效率.     

串联毛细管柱气相色谱分析石脑油中微量甲基叔丁基醚

应用Agilent 6890 plus 气相色谱仪(配有FID),把一根50 m×0.25 mm×0.5 μm PEG-20M毛细管色谱柱和一根100 m×0.25 mm×0.5 μm HP-1毛细管色谱柱串接,使得甲基叔丁基醚(MTBE)能和石脑油中其它组分完全分离,解决了石脑油中微量MTBE的测定难题.方法的标准偏差是0.20%,回收率为100%.     

基于兵棋推演理论的城市危机应急管理体系设计

随着经济的发展、城市化进程的加快,城市危机的危害程度日益加剧。基于我国城市危机应急管理总存在的不足,提出将兵棋推演运用到城市危机应急管理中,结合兵棋推演技术、地理信息系统、现代计算机技术和信息技术。提出了一套城市危机应急管理体系框架,并讨论了该系统与城市公共安全体制的融合机制问题。该系统汇集中外危机处置案例,实现动态推演,弥补以往剧本式的应急演练的缺欠,为提高城市危机应急调度指挥的快速性、准确性和科学性,有效整合现有应急救援力量和资源提供了有效的辅助手段,为提升城市危机应急管理决策水平和综合能力提供参考。     

三峡水库消落区土壤、植物汞释放及其在斑马鱼体的富集特征

利用室内模拟试验,探讨了三峡水库消落区淹没后土壤、植物汞释放特征及其在斑马鱼体的富集水平.结果表明,随淹水时间的延长,淹没土壤中总汞(THg)含量下降;水体THg浓度总体明显升高.淹没土壤及水体中甲基汞(MMHg)含量总体明显上升,其中稗草+土壤处理水体中增加尤为明显,淹水21 d后,其浓度是土壤处理的2.52倍.表明消落区土壤、植物是水库水体汞的一个重要来源.供试稗草淹水分解造成水体pH及溶解氧(DO)含量下降、溶解性有机碳(DOC)含量上升,对土壤MMHg含量无明显影响,对水体MMHg影响较大.供试斑马鱼头部、内脏及肌肉中THg含量总体明显上升,与水体中THg浓度具有显著相关性(P<0.01).鱼体头部、内脏及肌肉中均出现不同程度的MMHg富集现象,以头部与肌肉最为明显.淹水21 d后,添加土壤处理的鱼体头部、内脏及肌肉MMHg增加的含量分别是对照的1.75~6.25、3.53~8.38、2.22~3.36倍;稗草+土壤处理的分别是土壤处理的3.57、2.37、1.52倍.可见,淹没土壤是鱼体MMHg增加的重要来源,淹没植物改变原水环境条件影响其向水体释汞过程能提高鱼体中MMHg含量.     

SBR-BAF组合工艺在肉鸡屠宰废水处理工程中的应用研究

屠宰废水有机污染物浓度较高,且含有脂肪、蛋白质等大分子有机物和毛发等杂物。采用前处理、SBR-BAF组合处理工艺在铁岭市某肉鸡屠宰企业废水处理工程的实际应用,取得了较为显著的效果。出水水质满足《辽宁省废水综合排放标准》(DB 21/1627-2008)直排标准和《肉类加工工业水污染物排放标准》(GB13457-92)[1]动植物油一级标准要求。组合处理工艺、设备运行安全可靠,可在同类肉鸡屠宰废水处理工程中推广应用。     

Ensuring the continued success of a mulch biowall at a trichloroethylene-contaminated superfund site: Lessons learned

Trichloroethylene (TCE) is a toxic organic compound, which can adversely affect human health. The chemical is one of the most frequently found contaminants in groundwater in the United States and around the world. A landfill in Maryland contaminated with high levels of TCE decades ago was added to the U.S. Environmental Protection Agency's National Priority List (NPL) in 1994. A biowall was installed on the site in 2013 to promote the bioremediation of TCE and subsequently of its degradation products. Six-year monitoring data indicated a steady removal of >99% groundwater TCE at the wall since installation. However, a concurrent buildup of intermediate byproducts was observed downgradient of the wall. An examination of the entire system was necessary to find the reason behind the inefficiency of the biowall. In this study, the background of the site, remediation plan, and installation were assessed. Monitoring data, including the concentration of TCE and its degradation byproducts, and geochemical and physical characteristics were evaluated to understand the conditions and challenges facing decision-makers of this project and possible options to improve biowall efficacy.     

Utilization of MSWI fly ash as partial cement or sand substitute with focus on cementing efficiency and health risk assessment

• Washed MSWI fly ash was used as partial cement or sand substitute. • Sand replacing is beneficial for strength, while cement replacement reduces strength. • Cementing efficiency factor and mortar pore structure explain the strength results. • Health risk assessment was conducted for MSWI fly ash blended cement mortar. • CR and HI contributed by different exposures and heavy metals were analyzed. The strength of cement substituted mortar decreases with the increase in fly ash amount, whereas the strength increases when the fly ash is blended as sand substitute. A mortar with highest strength (compressive strength= 30.2 Mpa; flexural strength= 7.0 Mpa) was obtained when the sand replacement ratio was 0.75%. The k value (cementing efficiency) of fly ash varied between 0.36 and 0.15 for the fly ash fraction in binder between 5% and 25%. The k values of fly ash used for sand replacement were all significantly above that used for cement substitution. The macropores assigned to the gaps between particles decreased when the fly ash was used as sand replacement, providing an explanation for the strength enhancement. The waste-extraction procedure (toxicity-sulphuric acid and nitric acid method (HJ/T 299-2007)) was used to evaluate metal leaching, indicating the reuse possibility of fly ash blended mortar. For the mortar with the mass ratio of fly ash to binder of 0.5%, the carcinogenic risks (CR) and non-carcinogenic hazard quotient (HQ) in sensitive scenario for blended mortar utilization were 9.66 × 10^-7 and 0.06, respectively; these results were both lower than the threshold values, showing an acceptable health risk. The CR (9.89 × 10^-5) and HQ (3.89) of the non-sensitive scenario for fly ash treatment exceeded the acceptable threshold values, indicating health risks to onsite workers. The main contributor to the carcinogenic and non-carcinogenic risk is Cr and Cd, respectively. The CR and HQ from inhalation was the main route of heavy metal exposure.     

A review of measurement methods for peracetic acid (PAA)

• Physical and chemical properties and application of peracetic acid solution. • Determination method of high concentration peracetic acid. • Determination method of residual peracetic acid (low concentration). Peroxyacetic acid has been widely used in food, medical, and synthetic chemical fields for the past several decades. Recently, peroxyacetic acid has gradually become an effective alternative disinfectant in wastewater disinfection and has strong redox capacity for removing micro-pollutants from drinking water. However, commercial peroxyacetic acid solutions are primarily multi-component mixtures of peroxyacetic acid, acetic acid, hydrogen peroxide, and water. During the process of water treatment, peroxyacetic acid and hydrogen peroxide (H₂O₂) often coexist, which limits further investigation on the properties of peroxyacetic acid. Therefore, analytical methods need to achieve a certain level of selectivity, particularly when peroxyacetic acid and hydrogen peroxide coexist. This review summarizes the measurement and detection methods of peroxyacetic acid, comparing the principle, adaptability, and relative merits of these methods.