煤化工企业高盐废水的“零排放”技术

采用“混凝沉淀-微滤-组合反渗透”工艺对某煤化工企业的高盐废水进行浓缩处理,浓水通过蒸发结晶进行脱水,产水采用常规反渗透进行水回收。运行结果表明,经30 d运行,水回收率保持在85%以上,脱盐率稳定在95%以上,常规反渗透产水水质稳定,产水电导率、浊度、Cl^-质量浓度和COD的平均值分别为12.5 μs/cm,0.1 NTU,7.8 mg/L,1.8 mg/L,满足《炼化企业节水减排考核指标与回用水质控制指标》（Q/SH0104-2007）中污水回用于循环冷却水的水质指标和设计产水水质要求,实现了废水的近“零排放”。     

“二级厌氧-微氧-好氧”组合工艺处理模拟碳纤维生产废水

对模拟碳纤维生产废水进行“厌氧-好氧”静态小试,根据COD的去除效果确定该碳纤维废水的可生化性。采用“二级厌氧-微氧-好氧”组合工艺进行动态中试,考察废水的处理效果及系统的抗冲击性能。试验结果表明：该工艺对碳纤维生产废水的处理效果较好;系统具有厌氧池出水pH增大的特点,且抗冲击能力较强;在厌氧池水温为28~38 ℃、好氧池水温不低于15 ℃、废水流量为100 L/h、进水COD为660 mg/L、进水ρ（氨氮）为4.9 mg/L的条件下,出水COD稳定在50 mg/L以下,ρ（氨氮）稳定在5 mg/L以下,能够满足GB 8978-1996《污水综合排放标准》的要求。     

内河非溶解性危险化学品泄漏扩散过程影响因素

针对内河中非挥发性危险化学品（危化品）运输船舶的泄漏扩散问题,建立了一种通用数值模拟方法,研究了内河非溶解性危化品泄漏扩散过程的影响因素。结果表明：危化品的密度和黏度对内河危化品泄漏扩散过程的影响相对较小,而水流速率和危化品泄漏速率对危化品泄漏扩散过程的影响较大;水流速率对危化品泄漏扩散过程的影响主要表现在泄漏扩散范围（尤其是泄漏区域长度）方面,而危化品泄漏速率的影响主要表现在泄漏区域宽度、微团数量以及最大微团面积方面。建议应针对丰水期危化品大泄漏量的情况展开监管,并将其作为内河危化品泄漏应急工作的重点。     

非溶解性危险化学品在内河中的泄漏扩散规律

为研究内陆河流运输中危险化学品(危化品)泄漏后的扩散规律,建立了一种数值模拟方法,利用地图软件获得地理信息,建立对应模型后进行数学计算。以长江南京段八卦洲北汊为例,模拟3 000 t级非溶解性危化品运输船舶的泄漏扩散过程,分析不同时刻危化品泄漏扩散的形态变化。模拟结果表明,泄漏后27.5 min时,泄漏团数量超过40个,最大泄漏团面积接近1 800 m²,次生事故风险显著增加。     

二级膜分离—冷凝—吸附工艺处理石化罐区废气

采用二级膜分离—冷凝—变压吸附工艺回收处理含有高浓度挥发性有机物和苯系物的炼厂罐区外排“呼吸气”。结果表明,进气的非甲烷总烃质量浓度范围41 000~182 000 mg/m³,进气中苯、甲苯和二甲苯的质量浓度分别为400~1 400 mg/m³,150~1 600 mg/m³,300~2 100 mg/m³时,尾气中非甲烷总烃质量浓度始终低于80 mg/m³,去除率均高于99.9%,苯、甲苯和二甲苯的去除率分别为99.6%、99.6%和99.8%。抗冲击负荷实验将进气量提高50%,尾气中非甲烷总烃质量浓度仍低于80 mg/m³。二级膜单元可以高效浓缩轻烃,既回收获得可燃气,又解决了轻烃积累所造成的尾气超标难题。     

#x0201c;两酸#x0201d;装置大气污染源分析及治理

石化企业的酸性水汽提装置、酸性干气脱硫装置和硫磺回收装置统称为#x0201c;两酸#x0201d;装置。对#x0201c;两酸#x0201d;装置所采用的工艺流程进行详细分析,得出#x0201c;两酸#x0201d;装置的有组织排放大气污染物主要为SO₂和NO_x,无组织排放大气污染物主要为H₂S、NH₃、有机硫化物和烃类。无组织排放源集中在各单元反应器、储罐和酸性气管线。针对无组织排放源,从防止逸散和恶臭治理两个方面提出了相应的污染防治措施,并比较了溶剂吸收法、燃烧法、湿法化学吸收法等目前常用的恶臭治理技术的优缺点。     

Fenton氧化—微生物法降解土壤中石油烃

以长期被苯系物污染的活性污泥为菌源,采用液相“诱导物-中间产物-目标污染物”驯化模式驯化出专性混合石油降解菌群,并将其用于Fenton氧化—微生物法处理模拟石油污染土壤。高通量测序结果表明,产黄杆菌属（Rhodanobacter）、分支杆菌属（Mycobacterium）和根瘤菌属（Rhizobiales）为主导菌属。实验结果表明：接种混合菌群后降解50 d,土样的总石油烃（TPH）去除率较土著菌提高了13.4~20.5百分点;对于TPH含量（w）分别为4%,8%,11%的土样,Fenton氧化的最佳H₂O₂加入量分别为3,4,4 mol/L（Fe²⁺加入量0.04 mol/L）,TPH总去除率分别可达88.8%,65.0%,47.7%,较单独Fenton氧化或单独微生物法均有很大程度的提高,且缩短了降解时间,增加了土壤有机质。     

高比表面积介孔α-FeOOH的制备及其Sb（Ⅴ）吸附性能

采用水热合成的方法制备了高比表面积介孔α-FeOOH吸附剂,并探究其对水中Sb（Ⅴ）的去除效果。采用XRD、SEM、ATR-FTIR等方法对吸附剂进行了表征。考察了吸附剂投加量、溶液pH对Sb（Ⅴ）去除效果的影响,以及Sb（Ⅴ）吸附过程的动力学和热力学特性。表征结果显示：介孔α-FeOOH具有棒状结构,长度大约为50~100 nm,最可几孔径为20 nm,比表面积为137.6 m²/g。实验结果表明,当初始Sb（Ⅴ）质量浓度为10 mg/L、pH为7、介孔α-FeOOH投加量为0.25 g/L、吸附时间为2 h、吸附温度为25 ℃时,Sb（Ⅴ）去除率可达100%;pH为4~7时,Sb（Ⅴ）去除率受pH的影响较弱;Sb（Ⅴ）吸附过程符合拟二级动力学模型及Langmuir吸附模型。     

油基钻屑处理处置研究新进展

油基钻屑是在勘探和开采油气资源的钻井过程中产生的一种典型危险废弃物。本文首先将现有各类繁杂技术划分为处置技术和处理技术,再通过进一步细化分类,系统综述了每项技术的原理、优缺点及应用潜力,总结出了“环保达标、经济可行”的处理处置基本原则,指出高值资源化是未来的研究方向之一。     

石油化工建设项目环境保护管理的新形势和新要求

解读《建设项目环境保护管理条例》修订的要点,剖析当前石油化工建设项目环境保护管理体系的核心由“环评制度”逐步向“排污许可证制度”转变的现实情况,及与此相应的环保行政主管部门对建设单位和设计咨询单位的环保工作提出的新要求。从实际工作出发,总结了中国石化系统和民营企业石油化工建设项目在新形势下环保管理工作的特点、遇到的问题及解决方案。     

火电厂液氨贮存风险评价中典型事故影响范围计算

对火电厂液氨贮存风险评价中的三类典型事故（化学爆炸、管道泄漏和贮罐整体破裂）影响范围的计算方法进行了探讨。以某火电厂2×1000MW机组为例,当发生化学爆炸事故时,爆炸冲击波损害等级1、2、3、4的影响区域半径分别为78.3、156.6、391.5和1044m;管道泄漏和贮罐整体破裂所引发的中毒事故中,后者对环境的影响较大。若事故发生后10min内得到有效控制,则在F大气稳定度、1.5m/s风速条件下,贮罐整体破裂半致死浓度的影响区域半径（r值）为344.6m,大于管道泄漏r值（205.8m）;若事故发生后不考虑控制措施,则在F大气稳定度、1.5 m/s风速条件下,贮罐整体破裂半致死浓度的影响区域半径r值为561 m。     

化工项目环境风险评价中危险物质临界量的界定

在依据HJ 169—2018《建设项目环境风险评价技术导则》进行危险物质临界量界定的实际应用中,发现该导则存在危险物质种类及危险性质涵盖不全的问题。对比研究了与之相关的HJ 169—2004《建设项目环境风险评价技术导则》、HJ 941—2018《企业突发环境事件风险分级方法》、GB 18218—2018《危险化学品重大危险源辨识》、《赛维索指令Ⅲ》等技术规范和标准,构建了基于上述规范的危险物质临界量界定技术路线,为化工项目环境风险评价的实际工作提供借鉴。     

典型液氯泄漏危害的ALOHA软件估算

以瞬时泄漏和连续泄漏两种典型液氯泄漏事故为例,分别运用ALOHA软件和公式计算两种方法对液氯泄漏危害进行量化评估。估算结果表明:ALOHA软件对泄漏毒物的危害区域和敏感点毒物浓度的预测结果均具有良好的精度;软件模拟与公式计算的结果对于液氯瞬时泄漏的相对误差仅为7%,对于连续泄漏的相对误差为8%,二者均在可接受范围内。ALOHA软件计算过程简单、表达形象直观,在泄漏事故应急中具实用性。     

解读《关于深入推进重点行业清洁生产审核工作的通知》

2020年10月16日,生态环境部和国家发改委联合发布了《关于深入推进重点行业清洁生产审核工作的通知》(环办科财〔2020〕27号)(《通知》),以进一步加强清洁生产审核在重点行业节能减排和升级改造中的支撑作用,促进形成绿色发展方式,推动经济高质量发展.本文在分析《通知》出台的背景和意义的基础上,对清洁生产审核工作的顶...     

Unreliability of co‐occurrence‐based sediment quality guidelines for contaminated sediment evaluations at Superfund/hazardous chemical sites

Many Superfund/hazardous chemical sites include waterbodies whose sediments contain hazardous chemicals. With the need to assess, rank, and remediate contaminated sediments at such sites, as well as in other waterways, regulators seek a simple, quantitative assessment approach that feeds easily into a decision‐making scheme. Numeric, co‐occurrence‐based “sediment quality guidelines” have emerged with the appearance of administrative simplicity. However, the very foundation of the co‐occurrence approach, based on the total concentrations of a chemical(s) in sediment, is technically invalid; its application relies on additional technically invalid presumptions. Use of technically invalid evaluation approaches renders any assessment of the significance of sediment contamination unreliable. This article reviews the technical roots and assumptions of the co‐occurrence‐based SQGs, the fundamental flaws in the rationale behind their development and application, and their misapplication for sediment quality evaluation. It also reviews concepts and approaches for the more reliable evaluation, ranking, and cleanup assessment of contaminated sediments at Superfund sites and elsewhere. © 2005 Wiley Periodicals, Inc.     

石油开采行业土壤污染防治对策与建议

在文献和实地调研的基础上,分析了石油开采行业生产工艺及产排污情况,识别了油井、注水井、输油管道、联合站等主要工艺节点的土壤污染风险,总结了目前行业处理废水和危险废物的主要方法,指出了行业在废弃钻井液处理、地下输油管道泄漏后期处置及突发环境事件应急预案中土壤污染防治等方面存在的问题,并提出了相应的对策和建议。     

An ecotoxicological approach for hazard identification of energy ash

Within the EU, ash should be classified by its inherent hazardous effects under criterion H-14 (ecotoxic) in the Directive on waste (2008/98/EC). Today, however, there are no harmonized quantitative criterions for such a classification, but it is stated that biological test systems can be used. In this study seven ash materials were leached and characterized, both biologically and chemically. The objectives were to evaluate if (a) clear concentration-response relationships could be achieved for the selected toxicity tests (bacteria, algae, crustacean and fish), (b) some test(s) are generally more sensitive and (c) the toxic responses were consistent with the chemical analyzes. Interestingly, our results indicate that high concentrations of non-hazardous components (Ca, K) influenced the toxicity of almost all ash eluates, whereas hazardous components (e.g. Zn, Pb) only influenced the toxicity of the eluates ranked as most hazardous. If considering both hazardous and non-hazardous substances, the observed toxic responses were relatively consistent with the chemical analyzes. Our results further showed that the (sub)chronic tests were much more sensitive than the acute tests. However, the use of extrapolation factors to compensate for using the less sensitive acute tests will likely lead to either over- or underestimations of toxicity. Our recommendation is therefore that classification of waste according to H-14 should be based on (sub)chronic test data. Finally, given that treatment of the eluates prior to toxicity testing has a major significance on the concentration and speciation of released substances, further studies are needed in order to propose a relevant testing scheme.     

Integrating multi-criteria decision analysis for a GIS-based hazardous waste landfill sitting in Kurdistan Province, western Iran

The evaluation of a hazardous waste disposal site is a complicated process because it requires data from diverse social and environmental fields. These data often involve processing of a significant amount of spatial information which can be used by GIS as an important tool for land use suitability analysis. This paper presents a multi-criteria decision analysis alongside with a geospatial analysis for the selection of hazardous waste landfill sites in Kurdistan Province, western Iran. The study employs a two-stage analysis to provide a spatial decision support system for hazardous waste management in a typically under developed region. The purpose of GIS was to perform an initial screening process to eliminate unsuitable land followed by utilization of a multi-criteria decision analysis (MCDA) to identify the most suitable sites using the information provided by the regional experts with reference to new chosen criteria. Using 21 exclusionary criteria, as input layers, masked maps were prepared. Creating various intermediate or analysis map layers a final overlay map was obtained representing areas for hazardous waste landfill sites. In order to evaluate different landfill sites produced by the overlaying a landfill suitability index system was developed representing cumulative effects of relative importance (weights) and suitability values of 14 non-exclusionary criteria including several criteria resulting from field observation. Using this suitability index 15 different sites were visited and based on the numerical evaluation provided by MCDA most suitable sites were determined.     

Superfund site remediation by landfilling—overview of landfill design,operation, closure,and postclosure issues

This article discusses the appropriateness of using landfills as part of remediating hazardous chemical and Superfund sites, with particular emphasis on providing for true long‐term public health and environmental protection from the wastes and contaminated soils that are placed in the landfills. On‐site landfilling or capping of existing wastes is typically the least expensive approach for gaining some remediation of existing hazardous chemical/Superfund sites. The issues of the deficiencies in US EPA and state landfilling approaches discussed herein are also applicable to the landfilling of municipal and industrial solid “nonhazardous” wastes. These deficiencies were presented in part as “Problems with Landfills for Superfund Site Remediation” at the US EPA National Superfund Technical Assistance Grant Workshop held in Albuquerque, New Mexico, in February 2003. They are based on the author's experience in investigating the properties of landfill liners and the characteristics of today's landfills, relative to their ability to prevent groundwater pollution and to cause other environmental impacts. Discussed are issues related to both solid and hazardous waste landfills and approaches for improving the ability of landfills to contain wastes and monitor for leachate escape from the landfill for as long as the wastes in the landfill will be a threat. © 2004 Wiley Periodicals, Inc.