Occurrence of organic pollutants in recovered soil fines from construction and demolition waste

The objective of this study was to characterize recovered soil fines from construction and demolition (C&D) waste recycling facilities for trace organic pollutants. Over a period of 18 months, five sampling trips were made to 14 C&D waste recycling facilities in Florida. Screened soil fines were collected from older stockpiles and newly generated piles at the sites. The samples were analyzed for the total concentration (mg/kg) of a series of volatile organic compound (VOCs) and semi-volatile organic compounds (semi-VOCs). The synthetic precipitation leaching procedure (SPLP) test was also performed to evaluate the leachability of the trace organic chemicals. During the total analysis only a few volatile organic compounds were commonly found in the samples (trichlorofluoromethane, toluene, 4-isopropyltoluene, trimethylbenzene, xylenes, and methylene chloride). A total of nine VOCs were detected in the leaching test. Toluene showed the highest leachability among the compounds (61.3-92.0%), while trichlorofluoromethane, the most commonly detected compound from both the total and leaching tests, resulted in the lowest leachability (1.4-39.9%). For the semi-VOC analysis, three base-neutral semi-VOC compounds (bis(2-ethylhexyl)phthalate, butyl benzyl phthalate, and di-n-butyl phthalate) and several PAHs (acenaphthene, pyrene, fluoranthene, and phenanthrene) were commonly detected in C&D fines samples. These compounds also leached during the SPLP leaching test (0.1-25%). No acid extractable compounds, pesticides, or PCBs were detected. The results of this study were further investigated to assess risk from land applied recovered soil fines by comparing total and leaching concentrations of recovered soil fines samples to risk-based standards. The results of this indicate that the organic chemicals in recovered soil fines from C&D debris recycling facilities were not of a major concern in terms of human risk and leaching risk to groundwater under reuse and contact scenarios.     

废铜催化剂的综合利用

研究了以湿法回收利用废铜催化剂中的铜、锌制取氧化亚铜和氧化锌的原理以及最佳工艺条件。该工艺可同槽进行浸取、蒸氨、还原、中和水解等操作,生产成本低,产品质量好,工艺过程中无三废排放,具有很好的综合效益。     

PTA废液回收利用技术

介绍了从精对苯二甲酸（PTA）废液中回收醋酸,邻、对苯二甲酸,醋酸钴锰盐的回收工艺。醋酸得率为90％,邻、对苯二甲酸得率为70％,醋酸钴锰盐得率为95％。该技术成熟、合理,具有较好的经济效益和环境效益。     

城市垃圾和污水脱水污泥、排水管污泥混合堆肥工艺研究

城市垃圾和污水脱水污染、排水管污泥已成为现代城市污染的主要总是。由于这些废弃物中有机物质的含量较高,因此可以利用堆肥的方法来进行处理,使其转化为农田的有机肥料,本文用城市生活垃圾和污水处理厂污泥、排水管污泥混合进行堆肥的研究。     

Waste management issues for the UK ready-mixed concrete industry

The UK government has recognised the vital contribution that the construction industry has to play in contributing towards sustainable development. While the issue of hardened concrete waste has received considerable attention, process waste arising from the manufacture of ready-mixed concrete is relatively unexplored. It is apparent that initiatives such as the landfill tax have encouraged UK ready-mixed concrete manufacturers to reduce substantially the amount of waste they produce. Environmental pressures continue to increase and ready-mixed concrete producers are being forced towards a closed loop production system.     

关于炼化企业水资源利用的几点思考

通过对我国水资源状况及石化行业水消耗情况分析,找出我国石化企业新鲜水用量,污水排放在绝对量,吨原油、万元产值的单耗,单排等方面与国外相比较存在的差距。指出存在的主要问题是:清污分流不彻底;污污分流不健全;汽提后的净化水回用量小;新鲜水冲洗地面及作为机泵冷却水直排,导致新鲜水的浪费。同时针对以上问题提出相应的建议参考指标及对应措施。     

5B-1型COD快速测定仪测定废水中CODcr方法探讨

采用5B－1型COD快速测定仪测定废水中COD,得到较好的精密度和准确度。     

漆包线生产工艺废气中主要污染物的监测

以活性炭为吸附材料,用ＣＳ２洗脱,用气相色谱对漆包线生产工艺废气中的主要污染物进行了测定。并对不同吸附段的吸附量进行了比较,提出了一段活性炭吸附改进的快速分析方法。     

我厂工业废水处理及闭路循环与生产工艺的改造

阐述了我厂生产工艺及污水治理的思路.取消黄血盐工序,上PT水处理装置,将改善我厂的生产管理和技术经济指标,具有不可估量的环境效益和社会效益.     

城市生活垃圾填埋场的物质存量特征及其环境影响:以粤港澳大湾区为例

填埋场中的生活垃圾成分复杂,即使在封场后其存量垃圾仍将持续产生温室气体、恶臭、地下水污染等环境问题,是城市生态环境修复的重点领域之一.生活垃圾填埋场物质存量、组成成分和理化特征是掌握其潜在环境影响的关键.但是目前关于填埋场物质存量及其环境影响的研究还不多见.本研究以我国城市化程度最高、人口最为密集的粤港澳大湾区城市群为例,基于国内外报道的科技信息和统计数据,对11个城市的生活垃圾产生量、处理量、组成成分、填埋场存量及关键元素碳存量进行分析.结果表明:①粤港澳大湾区2017年生活垃圾产生量为26. 4 Tg,平均每年增长0. 8 Tg,其中卫生填埋处置占58. 9%;②总生活垃圾填埋处置量为230. 1 Tg,其中食物、塑料和纸类垃圾的累计填埋处置量最多,分别为109. 6、38. 9和29. 6 Tg;③2001～2017年,大湾区城市生活垃圾填埋场总碳输入量为50. 0 Tg,通过填埋气排放的碳为7. 1 Tg,通过渗滤液排放的碳为1. 5 Tg,累积碳存量为41. 4 Tg.本研究可为研究城市生活垃圾填埋场的环境影响提供基础数据,为大湾区城市生态环境修复提供科学依据.