Fe3O4@SA/GO凝胶球的制备及对亚甲基蓝的吸附性能

以海藻酸钠为骨架,结合Fe3O4及氧化石墨烯制备了Fe3O4@SA/GO复合凝胶球.采用SEM、FT-IR、XRD、VSM等对制备的材料进行了表征分析,并且考察了Fe3O4@SA/GO对水中亚甲基蓝的吸附性能.结果 表明:Fe3O4@SA/GO凝胶球空隙较多,表面含有丰富的羧基、羟基等含氧官能团;材料磁性能良好,饱和磁...     

基于REC模型的污染场地修复决策支持系统的研究

REC模型在污染场地修复决策支持系统中应用广泛且较为成熟.该模型从风险降低(Risk reduction)、环境效益(Environmental merit)和修复费用(Cost)3个方面分析备选修复技术的综合效益,可以更客观地评估备选修复技术的优劣.阐述了污染场地修复决策支持系统的原理,详细介绍了REC模型评估方法,...     

水解酸化-改良UASB工艺处理玉米酒精废水

采用一种新的工艺技术方法即水解酸化-改良UASB工艺处理玉米酒精废水。结果表明,在改良UASB运行60 d顺利启动完成后,进水COD在5 470～7 910 mg/L之间,TN在70～107 mg/L之间,TP在115～187 mg/L之间,SS在864～1 490 mg/L之间的条件下,水解酸化对COD和SS的去除率分别达50%和51%,NH3-N经过水解酸化后升高。改良UASB对COD的去除率达80%,对NH3-N、TN和TP也有一定去除,去除率分别为12%、17%和20%,经过水解酸化及改良UASB处理利于后续好氧处理。     

基于景区湖泊污染的多功能水域清理船设计

针对我国城市景区湖泊富营养化和垃圾污染严重,传统景区水域清理存在各种不足等问题,设计研发多功能水域清理船灭杀蓝藻和清理垃圾,恢复景区湖泊生态环境。结合景区湖泊污染实际状况,提出把臭氧灭杀蓝藻应用于景区湖泊清理的新概念,研发一艘可无线遥控、集打捞垃圾、过滤小型悬浮微粒和灭杀蓝藻功能于一体的多功能水域清理船。通过无线遥控多功能水域清理船,能全面清理湖面垃圾,过滤小型悬浮微粒,臭氧灭杀率能达到90%以上。利用多功能水域清理船能维护景区小湖泊生态环境,在各类景观水体和小型湖泊的污染治理中具有很好的应用前景。     

国家大气颗粒物组分监测网的设计发展展望

中国现阶段大气污染呈现以细颗粒物(PM_2.5)及臭氧(O₃)为代表的复合型污染,PM_2.5的二次生成及区域性的大气污染已经成为影响中国环境空气质量的关键因素。笔者分析了中国开展大气颗粒物组分监测网(简称组分网) 监测工作的紧迫需求,梳理了组分监测的工作目标,提出组分网与城市空气质量监测网、背景站监测网、区域站监测网和光化学网等的联合运用,为污染防治提供精准支撑。研究了 组分网的业务组织:分析了目前技术体系存在的不足,提出了亟需开展的技术体系建设内容; 梳理了组分网工作内容、各方职责,提出了形成国家、地方及社会化服务机构联合参与的工作机制; 借鉴美国大气颗粒物化学成分监测网等先进经验,提出了加强科研与业务化的合作发展以及加强人才队伍培训等工作的重要性。总结了 组分网建设面临的重点问题,提出了监测网络发展的建议。     

Available Water Supplies in Beijing,China, Under Single‐ and Multi‐Year Drought

Since its implementation in 2015, the Middle Route of the South‐to‐North Water Diversion Project (MR‐SNWDP) has transferred an average of 45 billion cubic meters of surface water per year from the Yangtze River in southern China to the Yellow River and Hai River Basin in northern China, but how that supply is able to cope with droughts under different scenarios has not been explored. In this study, using the water demand for 2020 as the guaranteed water target, a Water Evaluation and Planning system was used to simulate available water supplies in Beijing under different drought scenarios. In the case of a single‐year drought, without the MR‐SNWDP, Beijing’s water shortage ratio was 16.7%; with the MR‐SNWDP, this ratio reduced to 7.3%. In the case of a multi‐year drought, without the MR‐SNWDP, Beijing’s water shortage ratio was 25.3%; with the MR‐SNWDP, this ratio reduced to 7.4% and domestic water supply was improved. Our research suggests that to prepare for multi‐year drought in the Beijing area, the SNWDP supports increased supplies to the region that would mitigate drought effects. This study is, however, mostly focused on water supply provision to Beijing and does not comprehensively evaluate other potential impacts. Multiple additional avenues could be pursued that include replenishing groundwater, increasing reservoir storage, and water conservation methods. Further research is needed to explore the relative costs and benefits of these approaches.     

On the forming mechanism of the cleaning airflow of pulse-jet fabric filters

To reveal the formation mechanism of a pulse-jet airflow’s cleaning effect in a filter bag, a theoretical model is built by using the theory of the gas jet and unitary adiabatic flow according to given specifications and dimensions of the bags and resistance characteristics of the cloth and dust layer. It is about the relationship between cleaning system structure and operating parameters. The model follows the principle that the flow and kinetic energy of jet flow injected into a filter bag should be consistent with the flow of cleaning airflow in the bag and the pressure drop flowing through the filter cloth and dust layer. The purpose of the model is to achieve the peak pressure of cleaning airflow, which dominates the effect of the pulse-jet cleaning process. The cleaning system structure includes air pressure in the nozzle, structure and size of nozzle, exit velocity of nozzle, jet distance, and diameter of jet cross section. Based on the condition of the cleaning system structure and operating parameters established by using the theoretical model, Fluent software is applied to carry out a numerical simulation of the jet airflow field at the nozzle’s outlet, jet airflow field between nozzle and bag top, and cleaning airflow field in the filter bag. Experimental results are used to verify the reliability of the theoretical model. They are obtained in a pilot-scale test filter with a single bag, with length 2 m and in general full-scale dimensions of the cleaning system. The results show that when any rectification measure is not installed at the bag opening, the cross-sectional area covered by the jet gas is hardly sufficient to cover the entire area of the bag opening. A large portion of the gases injected into the filter bag will overflow reversely upward from the edge due to pressure differences between the upper area and lower area inside the bag opening. This led to a serious shortage of the cleaning airflow and ar limited increase in static pressure. When a venturi-type rectifier tube is installed at the bag opening, the jet flow is converted to funnel flow for which the cross-section velocity distribution is more uniform at the throat of the rectifier tube due to the guided effects of the upper tapered pipe. Then it is transited to stressful flow below the bag opening via rectified effects of the lower dilated pipe. The results show that the gap between the static pressure of gas in the bag and the expected value is significantly reduced. The theoretical value of the nozzle diameter is enlarged to compensate for two aspects of adverse effects of cleaning airflow and energy. This is because the flow is not a purely free-form jet from the nozzle to the entrance of the rectifier tube and because the gas suffers from local resistance while flowing through the rectifier tube. The numerical simulation and experiment show that the peak pressure of cleaning airflow in the filter bag is able to reach the expected value. The results confirm that the mechanism of the pulse-jet cleaning airflow and the calculation method of the pulse-jet cleaning system structure and operating parameters offered in this study are correct. The study results provide a scientific basis for designing the system of pulse-jet fabric filters.

Implications: Pulse-jet cleaned fabric filters are commonly used for air pollution control in many industries. Pulse-jet cleaning is widely used for this purpose as it enables frequent cleaning while the filter is operating. However, the theoretical system of the forming mechanism of the pulse-jet cleaning has not formed so far. This indicates the theoretical model plays an important role in designing effective pulse-jet cleaned fabric filters.     

综合管廊兼顾疏散能力分析及辐射范围研究*

为研究综合管廊在安全疏散中的作用，应用Pathfinder疏散仿真软件对综合管廊疏散能力模拟分析，得出不同断面管廊通道、各疏散口部、楼梯处通过能力，分析管廊人员在单车、步行疏散速度下覆盖范围与事故波及范围，通过两者交集得到综合管廊疏散辐射范围。结果表明:综合管廊具备一定兼顾疏散能力，得出的通过能力可指导综合管廊人流量监控器布局，提供各部位人流量上限取值，预防拥堵和踩踏事故发生，为化工园区制定疏散方案提供新思路。     

Feasibility of iron scraps for enhancing nitrification of domestic wastewater at low temperatures

Environmental Science and Pollution Research - The development of an effective approach to improve low-temperature nitrification of domestic wastewater remains an important issue that needs to be...     

Preliminary evaluation of evaluation of the efficiency of aircraft liquid waste treatment using resolvable sanitizing liquid: a case study in Changchun

The physical, chemical, and biological indices of aircraft liquid wastes collected from multiple airplanes at Longjia Airport, Changchun, China were measured according to "Integrated Wastewater Discharge Standard," evaluating treatment efficiency of resolvable sanitizing liquid. The results indicate that, after being treated by the resolvable sanitizing liquid, the indices of all first-class pollutants met the requirements of the standard, while among the second-class pollutants, the suspension content, biochemical oxygen demand after 5 days, and chemical oxygen demand as well as the contents of amino nitrogen, total phosphorus, anionic surfactants, total copper, absorbable organic halogen, and phenolic compounds did not reach the discharge standard. Particularly, the level of fecal coliform bacteria in the aircraft liquid wastes can meet the standard specification by adding more than 1 mL/L resolvable sanitizing liquid. The aircraft wastewater treated by resolvable sanitizing liquid cannot be directly discharged back into the environment as well as urban drainage systems.