铁碳促进O3/H2O2体系深度处理准好氧矿化垃圾床渗滤液尾水中难降解有机物

构建了铁碳-O_3/H_2O_2体系降解矿化垃圾床渗滤液尾水中有机物,并考察了体系O_3、铁碳及H_2O_2投加量、初始pH值和反应时间对铁碳-O_3/H_2O_2体系处理渗滤液尾水的影响.结果表明,在铁碳投加量为3 g·L~(-1),O_3投加量为9.798 mg·min~(-1),H_2O_2投加量为2 mL·L~(-1),初始pH值为3的条件下,反应10 min后,渗滤液尾水的COD和UV_(245)分别从711.96 mg·L~(-1)、0.19下降至295.04 mg·L~(-1)、0.10.类比实验结果表明,铁碳-O_3/H_2O_2体系对渗滤液尾水有机物具有较高的去除率,且可生化性得到提高(BOD/COD从0.04增加至0.40).紫外-可见和三维荧光光谱显示,废水中难降解有机物转化为小分子有机化合物且腐殖质的分子缩合度降低.最后,采用SEM-EDS、XRD和XPS技术对铁碳-O_3/H_2O_2体系的反应机理进行了解析,发现铁碳-O_3/H_2O_2反应的机理为铁碳微电解反应、铁氧化物-H_2O_2非均相芬顿反应、O_3/H_2O_2、铁碳-O_3非均相的高级氧化作用和铁基胶体对有机物的吸附沉淀作用.研究表明,铁碳-O_3/H_2O_2体系是一种能够有效去除矿化垃圾床渗滤液尾水中难降解有机物的方法.     

关于中小城市生活垃圾的处理与回收利用的探讨

对城市生活垃圾的分类回收、处理进行了探讨，对完善城市基础设施建设，改善投资环境将起到重要作用。     

COMBUSTIVE APPROACH FOR MEASURING TOTAL VOLATILE PHOSPHORUS CONTENT IN LANDFILL GAS

A technique was developed to measure the total gaseous phosphorus content in biogas. The amount of air needed for a neutral to oxidising flame was mixed with the biogas. The gas mixture was burnt in a closed quartz burner and the combustion gasses were bubbled through a nitric acid solution. The phosphate content in the bubbling liquid was determined with sector field ICP-MS. The technique was validated in the lab with phosphine. Afterwards the set-up was installed on a landfill. The total gaseous phosphorus content in the landfill gas, measured with the combustive technique, ranged from 1.65 to 4.44 g P/m³. At the same time the phosphine concentration in the landfill gas was determined gas chromatographically (GC). The phosphine (PH₃) content measured with GC ranged from 7.6 to 16.7 g PH₃-P/m³. Since the phosphine-P content (GC) was consistently higher than the total gaseous phosphorus content (burner/ICP-MS), the hypothesised presence of highly toxic gaseous phosphorus compounds other than phosphine could not be demonstrated.     

厌氧填埋垃圾降解阶段指标体系的建立

以厌氧填埋场中垃圾的降解过程为依托点,从渗滤液的水质特征和填埋气的组成两个方面筛选出判断指标,最后建立判断填埋垃圾降解阶段的指标体系.结果表明,ρ(BOD5)/ρ(COD)可以反映出渗滤液的可生化性,从而间接反映出填埋垃圾所处的降解阶段,是判断填埋垃圾降解阶段的重要定量指标.     

Removal of high concentrated ammonia nitrogen from landfill leachate by landfilled waste layer

The landfill of municipal solid waste(MSW) could be regarded as denitrification reactor and involved in ammonia nitrogen biological removal process. In this research, the process was applied to municipal solid waste collected in Shanghai, China, which was characterized by high food waste content. The NH4^ removal efficiency in the system of SBR nitrifying reactor followed by fresh and matured landfilled waste layer in series was studied. In the nitrifying reactor, above 90% of NH4^ in leachate was oxidized to NO2^- and NO3^- . Then high concentrated NO2^- and NO3^- were removed in the way of denitrification process in fresh landfilled waste layer. At the same time, degradation of fresh landfilled waste was accelerated. Up to the day 120, 136.5 gC/(kg dry waste) and 17.9 gN/(kg dry waste) were converted from waste layer. It accounted for 50.15 % and 86.89 % of the total carbon and nitrogen content of preliminary fresh waste, which was 4.42 times and 5.17 times higher than that of reference column respectively. After filtering through matured landfilled waste, BOD5 concentration in leachate dropped to below 100 mg/L, which would not affect following nitrification adversely. Because the matured landfilled waste acted as a well methanogenic reactor, 23% of carbon produced accumulatively from fresh landfilled waste degradation was converted into CH4.     

危险废物安全填埋场运行机制与收费标准

危险废物安全填埋场应探讨企业化经营模式。在单一处理模式、一体化经营模式和依托于大型企业模式中选择适宜的模式。填埋场建设资金筹集渠道中,由废物产生单位集资建设是可行办法。探讨了填埋场收费标准的计算方法,并给出计算公式。     

填埋处理场易发的各种环境问题及其对策

固体废弃物的填埋处理法在处理量和处理成本等方面比起其他方法有很强的优势，然而填埋处理场如果得不到正确的运转和管理，将成为新的污染源，易引发地表水和地面水污染、大气污染以及甲烷气体爆炸等环境问题。鉴于上述问题，文中针对上述事例介绍了排气设备、诱引气床等物理和化学方面的防止对策。     

生活垃圾填埋污染控制标准比较研究

详细介绍了美国《城市生活垃圾填埋场标准》，德国《生活垃圾技术条例》．日本《废弃物最终处置场指南》和欧盟《废弃物填埋导则》等有关生活垃圾填埋污染控制的标准的主要内容以厦其主要特点．井与中国现行的《生活垃圾填埋污染控制标准》（GB16889—1997）相比较，主要从选址、入场垃圾要求、渗滤液排放标准、防渗结构和终场覆盖系统等5方面分析了GB16889中存在的一些问题，并对今后其修订、完善工作提出了具体的建议。     

脱氮-混凝气浮-UASB-接触氧化法处理垃圾填埋渗滤液

采用脱氮—混凝气浮—UASB—接触氧化工艺处理高氨氮、高浊度的垃圾渗滤液，使处理后出水的各项指标完全达到国家《污水综合排放标准》(GB8978—1996)二级新扩改标准。对废水处理系统的工艺作了简单介绍，并对系统的调试、运行过程进行了技术总结。     

利川市生活垃圾卫生填埋场场址的比选

选址是卫生填埋场建设和运行的关键。以利川市实际情况为前提和依据，筐选出7个预选场址，经实地踏勘和从填坦容量、运输距离、搬迁户数量等方面分析，遴选出其中3个；分别从工程学、环境学、经济学、社会与法律等方面中如交通状况、服务年限、占地面积、基岩类型、渗透系数、地下水位、覆盖土来源等13项具体条件上对3个备选场址进行了详细的分析比较，确定杨柳村大天井为最终选定场址。利川垃圾填埋场的选址工作也可以为同类型的城市或地区提供参考和借鉴。