应用生命周期模型评价餐厨垃圾处理技术

运用生命周期模型对餐厨垃圾常用处理技术——厌氧发酵、好氧堆肥、饲料化技术、生化处理机进行评价和筛选。结果表明,厌氧发酵、好氧堆肥、饲料化技术、小型生化处理机的环境影响潜力分别为1.35×10-3、4.42×10-3、3.78×10-2和1.18×10-2,单位处理成本为2.1、5.65、0.37和1.4元/（人.a）,综合评估得出厌氧发酵和饲料化是当前具有优势的餐厨垃圾处理技术。     

北京市生活垃圾分类处理体系:Ⅰ.问题诊断

通过建立评价指标体系的方法对北京市生活垃圾分类处理体系中存在的问题进行诊断.首先,简要分析了北京市生活垃圾处理现状,在此基础上提出了北京市生活垃圾分类处理评价指标体系,进而运用层次分析法确定各评价指标的权重.并通过计算这些评价指标的权重与其未达标率之积,得出北京市垃圾分类处理体系中存在问题的严重程度排序为垃圾分类运输车配置率＞垃圾回收率＞垃圾分类收集率＞居民垃圾分类参与率＞垃圾处理设施运转率＞垃圾填埋、堆肥、焚烧所占比例＞居民垃圾分类知晓率＞垃圾分类收集容器配置率＞回收站设置的便利度＞垃圾运输能力＞垃圾无害化处理率.     

天津市文明生态村生活垃圾处理方案优选

根据天津市文明生态村生活垃圾的特点和组成成分,以垃圾的分类收集和分类处理为前提,采用费用-效益分析法和层次分析法,对填埋、堆肥和焚烧处理方案分别进行费用-效益分析和经济、技术、环境、政策综合分析。结果表明,堆肥和焚烧的费用-效益分析得分为0.96和0.786,填埋不产生效益;堆肥、焚烧和填埋的层次分析法得分为7.74、4.28和5.45,堆肥方案的得分最高,其次为填埋,天津市文明生态村生活垃圾宜采用堆肥+填埋处理方案。     

胶南城市生活垃圾处置探讨

针对城市生活垃圾与日俱增的现实，比较了几种生活垃圾处理方法的优缺点，并在胶南市目前生活垃圾现状和处理特点的基础上作了调查分析，提出了垃圾先分类收集，再分别进行卫生填埋和焚烧处理的垃圾处理资源化途径。     

广州市生活垃圾高温有氧静态堆肥的生命周期分析

运用生命周期分析(LCA)方法,对广州市生活垃圾高温有氧静态堆肥系统进行分析,计算出全生命周期的资源消耗和环境影响潜值,同时与垃圾焚烧典型工艺的LCA数据进行对比。结果表明,堆肥处理的环境影响负荷为0.023PET90,资源消耗系数为9.238mPET90。环境影响类型中光化学臭氧合成造成的影响最大,占环境总影响的43.8%。与焚烧处理方式相比,高温有氧静态堆肥的环境总影响较小,环境影响负荷相比于焚烧减少20.3%,在降低酸化的影响方面有较为显著的作用。     

城市生活垃圾处理方法及经济分析

本文通过对国内外城市生活垃圾处理处置技术和经济费用分析,认为焚烧法处理技术投资费用大,仅个别城市有条件采用;卫生填埋和堆肥技术处理生活垃圾技术设备简单,投资费用较少,垃圾处理量大,土地还可以重复利用,比较适合国情。     

高热值城市生活垃圾归类分流处置的能值分析

生活垃圾处理已成为限制城市化进程和城市经济发展的重大问题之一,采用垃圾归类分流处置方法可以有效地促进垃圾减量化和资源化的效果。以西安市典型高校校园生活垃圾为代表性高热值焚烧型城市生活垃圾,通过绘制能值系统图辨析卫生填埋-沼气发电、焚烧发电、生物质燃料混烧发电等3种垃圾处理系统的能值投入和产出过程。依据垃圾物理组成和热值数据分别计算了2种处理系统的能值产出率、环境负载率、能值投资率、可更新能源投入率和能值可持续指数等5项基本能值指标,并从能量利用的角度对3种生活垃圾处理方法的环境可持续性与经济竞争力进行了比较分析。能值分析结果表明,采用生活垃圾焚烧和生物质燃料混烧发电处理法在能量转化效率和环境影响方面具有显著优势,对高热值焚烧型生活垃圾采用"归类分流-集中焚烧处理"的方式有利于提高城市生活垃圾减量化处理的环境效益与经济收益。     

长江流域水电站施工区生活垃圾特性及处理处置决策模型研究

随着中国长江流域水电开发进入高峰期,大量的建设人员进入水电站施工营地,导致施工区的生活垃圾处理处置问题日益凸显。通过对金沙江HPS1水电站、雅砻江HPS2水电站和HPS3水电站、大渡河HPS4水电站施工区生活垃圾状况的调查表明,水电站施工生活区生活垃圾人均产量平均值约为0.68kg/d;以厨余、渣土、纸类塑料和橡胶为主,电池等危险废物含量甚微;容重、低位热值、生物可降解物质量分数的平均值分别为358kg/m3、5 234kJ/kg、43.22%。结合施工区所处的环境条件和周围的市政设施现状,采用层次分析法和最小成本法,构建了长江流域水电站施工区生活垃圾处理处置决策模型,可为大型水电站开发过程中施工区生活垃圾全过程管理提供指导。根据决策模型计算得出,HPS1、HPS2、HPS4水电站施工区生活垃圾最优处理处置技术为卫生填埋,HPS3水电站以外运综合处理最优。     

基于生命周期评价法的贝壳资源化利用环境效益分析 ——以大连市为例

以贝壳为研究对象,运用生命周期评价(LCA)法对贝壳的常规处理方法和3种资源化利用方法的环境影响进行比较。结果表明,处理1kg贝壳,方案0(填埋)的环境影响值为1.04×10-14;方案1(代替水泥生产中使用的石灰石)的环境影响值为-3.78×10-12;方案2(代替浸没式生物滤柱中的陶粒填料)的环境影响值为-1.85×10-14;方案3(代替砂作为建筑材料)的环境影响值为3.62×10-14。方案1与其他3种方案相比环境效益最大。方案0中填埋过程的环境影响贡献最大,贡献率为56.60%;方案1、方案2、方案3中环境影响最大的环节是贝壳粉碎过程,贡献率分别为85.72%、93.55%、98.48%;3种资源化利用方案主要避免原材料开采过程的环境影响。     

国内最大的垃圾焚烧厂日前在上海点火投产

既能无污染处理垃圾又能用来发电的国内最大垃圾焚烧厂日前在上海点火投产。坐落在上海西郊江桥的生活垃圾焚烧厂占地 2 0 0余亩 ,政府投资额为 2 .4亿元人民币 ,一期工程生活垃圾日处理能力为 10 0 0 t,年处理垃圾可达 33万 t,其垃圾处理服务范围可覆盖上海 1/ 3的城市面积。二期工程建成后 ,将达到日处理垃圾 15 0 0 t的规模。上海生活垃圾日产生量达到万 t,而此前 7成以上都用来填埋。填埋处理既占用大量土地资源 ,环保性也不高。新点火的上海江桥生活垃圾焚烧厂采用焚烧、生化、填埋综合方式来处理垃圾。其烟气排放严格执行欧盟标准 ,废…     

城市生活垃圾卫生填埋场恶臭的防治技术进展

恶臭污染已成为垃圾处理和处置过程中的严重公害。在分析中,介绍了填埋场各区域恶臭的控制措施,综述了卫生填埋场恶臭的常规防治技术,重点讨论了生物技术在填埋场脱臭中的应用,这些防治技术对各类环境卫生设施,如垃圾收集站、中转站、焚烧场、堆肥厂及粪便处理厂的臭气治理均有借鉴意义。     

Optimization for municipal solid waste treatment based on energy consumption and contaminant emission

This paper analyzes the characterization of energy consumption and contaminant emissions from a municipal solid waste (MSW) treatment system that comprises transfer station, landfill site, combustion plant, composting plant, dejecta treatment station, and an integrated MSW treatment plant. The consumed energy and energy medium materials were integrated under comprehensive energy consumption (CEC) for comparison. Among typical MSW disposal methods such as combustion, composting, and landfilling, landfilling has the minimum CEC value. Installing an integrated treatment plant is the recommended MSW management method because of its lower CEC. Furthermore, this method is used to ensure process centralization. In landfill sites, a positive linear correlation was observed between the CEC and contaminant removal ratios when emitted pollutants have a certain weight coefficient. The process should utilize the minimum CEC value of 5.3702 kgce/t MSW and consider energy consumption, energy recovery, MSW components, and the equivalent of carbon dioxide emissions.     

Methane emissions from domestic waste management facilities in Jordan--applicability of IPCC methodology

In this paper, methane emissions from municipal wastewater treatment plants and municipal solid waste (MSW) landfills in Jordan for 1994 have been estimated using the methodology developed by the Intergovernmental Panel on Climate Change (IPCC). For this purpose, the 14 domestic wastewater treatment plants in the country were surveyed. Generation rates and characterization of MSW components as well as dumping and landfilling practices were surveyed in order to estimate 1994 CH4 emissions from these sites. Locally available waste statistics were used in cases where those of the IPCC guidelines were not representative of Jordan's statistics. Methane emissions from domestic wastewater in Jordan were estimated at 4.66 gigagrams (Gg). Total 1994 CH4 emissions from MSW management facilities in Jordan are estimated at 371.76 Gg--351.12 Gg (94.45%) from sanitary landfills, 19.83 Gg (5.33%) from MSW open dumps, and 0.81 Gg (0.22%) from raw sewage-water dumping ponds. Uncertainties associated with these estimations are presented.     

Methane Emissions from Domestic Waste Management Facilities in Jordan—Applicability of IPCC Methodology

ABSTRACT

In this paper, methane emissions from municipal wastewater treatment plants and municipal solid waste (MSW) landfills in Jordan for 1994 have been estimated using the methodology developed by the Intergovernmental Panel on Climate Change (IPCC). For this purpose, the 14 domestic wastewater treatment plants in the country were surveyed. Generation rates and characterization of MSW components as well as dumping and landfilling practices were surveyed in order to estimate 1994 CH₄ emissions from these sites. Locally available waste statistics were used in cases where those of the IPCC guidelines were not representative of Jordan's statistics.

Methane emissions from domestic wastewater in Jordan were estimated at 4.66 gigagrams (Gg). Total 1994 CH₄ emissions from MSW management facilities in Jordan are estimated at 371.76 Gg—351.12 Gg (94.45%) from sanitary landfills, 19.83 Gg (5.33%) from MSW open dumps, and 0.81 Gg (0.22%) from raw sewage-water dumping ponds. Uncertainties associated with these estimations are presented.     

The role of mechanical and biological treatment in reducing methane emissions from landfill disposal of municipal solid waste in the United Kingdom

In Europe, the European Union Landfill Directive aims to reduce the negative environmental impacts of landfilling. This is mainly to be achieved by reducing the quantity of organic matter deposited, through measures such as the separate collection and recycling of the organic waste stream or pretreatment of residual wastes before landfilling. Other than incineration or other thermal processes, mechanical biological treatment is playing an increasingly important role. This study was conducted to seek the benefits of municipal solid waste (MSW) pretreatment, as well as the differences in methane production from the landfilling of untreated and mechanically/biologically treated (MBT) MSW using GasSim simulation. Results demonstrated that methane production rates vary significantly among waste fractions. Those that contribute most to methane generation (organic material and potentially reusable or recyclable material) could be targeted and treated before landfilling. The statistic relationship from the first phase of the study indicated that to match the increasingly stringent landfill waste organic content allowance, local councils should prioritize the reduction/sorting of certain targeted fractions, such as paper, card, green waste, and other putrescibles from MSW. Moreover, mechanical treatment alone produces organic-rich waste called mechanically sorted organic residues (MSORs), which can be viewed as an organic content concentration process. Mechanically and biologically pretreated waste, on the other hand, differs significantly from untreated MSW and MSORs. This work demonstrated that if efficient mechanical-biological treatment is used, considerable reductions in biological activity, landfill gas production, and energy content/total organic carbon could be achieved. Using GasSim, reductions in methane production of >74% have been simulated if a 90% organic content reduction can be achieved during biological treatment on MSORs. A 50-60% organic content reduction by following biological treatment can turn MSOR properties only into normal MSW equivalent though considerably less volume.     

Biodegradation of organic matters from mixed unshredded municipal solid waste through air convection before landfilling

Landfilling is a dominant municipal solid waste (MSW) disposal method in most developing countries. In China, approximately 85% of the generated MSW is being disposed of in the landfills. The amount of MSW is growing rapidly with the rate of approximately 8-10% annually, which contains a high quantity of moisture and organic matters. The problems of leachate treatment and landfill gas (LFG) emissions are increasing gradually. Reducing the hazard before emplacement, pretreatment of MSW before landfilling has become very important for the conventional landfill. In this study, aerobic pretreatment of mixed MSW was used, and much attention has been given to the natural convection of air in the mixed and unshredded MSW for bioconversion of organic matter (OM). This study is an attempt to investigate aerobic pretreatment suitability for the mixed and unshredded MSW at Beijing. A pilot-scale aerobic pretreatment simulator (APS) was developed at Beishen Shu Landfill in Beijing. To work out the biodegradation of the OM in the APS, fresh and pretreated MSW samples were collected and analyzed for OM, moisture content, temperature, chemical oxygen demand, total organic carbon, carbon, nitrogen, hydrogen, lignocelluloses, and biochemical methane potential at various stages of the pretreatment. Furthermore, results of the fresh and pretreated MSW are compared. Significant reduction in the observed parameters of the pretreated waste samples is observed. This work demonstrates that pretreatment is significantly effective in reducing the landfill emissions that is leachate and LFG.     

The impact of municipal solid waste management on greenhouse gas emissions in the United States

Technological advancements, environmental regulations, and emphasis on resource conservation and recovery have greatly reduced the environmental impacts of municipal solid waste (MSW) management, including emissions of greenhouse gases (GHGs). This study was conducted using a life-cycle methodology to track changes in GHG emissions during the past 25 years from the management of MSW in the United States. For the baseline year of 1974, MSW management consisted of limited recycling, combustion without energy recovery, and landfilling without gas collection or control. This was compared with data for 1980, 1990, and 1997, accounting for changes in MSW quantity, composition, management practices, and technology. Over time, the United States has moved toward increased recycling, composting, combustion (with energy recovery) and landfilling with gas recovery, control, and utilization. These changes were accounted for with historical data on MSW composition, quantities, management practices, and technological changes. Included in the analysis were the benefits of materials recycling and energy recovery to the extent that these displace virgin raw materials and fossil fuel electricity production, respectively. Carbon sinks associated with MSW management also were addressed. The results indicate that the MSW management actions taken by U.S. communities have significantly reduced potential GHG emissions despite an almost 2-fold increase in waste generation. GHG emissions from MSW management were estimated to be 36 million metric tons carbon equivalents (MMTCE) in 1974 and 8 MMTCE in 1997. If MSW were being managed today as it was in 1974, GHG emissions would be approximately 60 MMTCE.     

1988 APCA Government Agencies Directory

The biowaste fractions in municipal solid waste (MSW) are the main odor sources in landfill and cause widespread complaints from residents. The ammonia (NH₃) and hydrogen sulfide (H₂S) generation processes were simulated and compared between four typical biowaste fractions individually and combined in the mixed MSW. Food waste was found to be the main contributor to odor emission in mixed MSW, with H₂S generation potential of 48.4 μg kg^?1 and NH₃ generation potential of 4742 μg kg^?1. Fruit waste was another source for NH₃ generation, with 3933 μg kg^?1 NH₃ generation potential. Meanwhile, nitrogen (N) was released in a faster way than sulfur (S) in waste, since 31% and 46% of total NH₃ and H₂S were generated in the first 90 days after disposal, with 1811 and 72 μg kg^?1, and more emphasis should be placed in this initial period.

Implications:?Monitoring of odor generation from biowastes in MSW on a laboratory scale showed that food waste is the main source for NH₃ and H₂S generation, whereas waste fruit is another main contributor for NH₃ released. Generally, N was released in a faster way than S from mixed-waste landfilling.     

模拟成藏地质填埋及诱导填埋有机质生气的理论初探

填埋处理和垃圾生物气的开发利用是实现城市生活垃圾资源化、无害化、减量化处理的有效途径,引入模拟生物气成藏和含气系统的思路,开展地质填埋与诱导填埋有机质生气研究是对能源地质学和填埋设计理念的新探索.通过对比研究地质填埋结构与地质学中生物气藏系统的异同点、生气机理和影响因素的共性与差异,初步论证了将模拟生物气藏理论引入地质填埋设计、优化地质填埋结构、提高填埋有机质生物气化效率和抽排利用效率的可行性;探讨了生物气藏理论在构建地质填埋结构中的可能应用和启示.研究表明:模拟生物气藏地质填埋设计和非常规生物气开发理念具有理论依据和现实基础;生物气藏生、储、盖要素和运、圈、保过程的模拟可应用于垃圾地质填埋场的构建,微生物地球化学理论有助于对诱导填埋有机质生气条件优化的认识.