Methods for project-based mechanisms (JI/CDM)—relevance of IPCC inventory guidelines

A baseline for a project consists of estimates of annual emissions of greenhouse gases (GHG) for a given time period without implementing the project. A general three-step process for determining the baseline is suggested. The emission reduction of the project is given by the difference between the baseline and the monitored annual emissions. A preferred method, direct measurement of the emission reduction, is possible for some types of projects. Methods for estimating the annual baseline emissions are not necessary for the latter category, and a definition of this project category is suggested. IPCC Guidelines for National GHG Inventories categorise the emission sources so that only direct emissions from consumption of fuel and feedstock are calculated. There are thus no emission factors for indirect emissions (e.g. electricity consumption or km transported) or emission factors that depend on technology only, independent of consumption of fuel and feedstock. Technology-dependent emission factors may thus need to be developed for estimating indirect emissions and multi-project baselines. Consistency should be sought with the IPCC Guidelines when estimating annual baseline emissions and in monitoring project emissions to ensure comparability with the National Inventories.     

Enhanced cyanogen chloride formation after UV/PS and UV/H2O2 pre-oxidation and chlorination in natural river water

Ultraviolet/persulfate (UV/PS) and Ultraviolet/hydrogen peroxide (UV/H₂O₂) have attracted much attention in recent years as advanced oxidation processes for water treatment. However, it is not all clear how these two methods affect the formation of cyanogen chloride (CNCl) in the subsequent water chlorination process. In this study, it was found that both UV/H₂O₂ and UV/PS pre-oxidation promoted the formation of CNCl in six actual water samples collected from urban rivers. Glycine, uric acid, arginine and histidine were investigated as the model compounds to explore the effects of different methods on the production of CNCl. The results showed that compared with chlorination alone, pre-oxidation by UV/H₂O₂ and UV/PS can reduce the production of CNCl for glycine and uric acid by up to 95% during post-chlorination process. However, they can greatly promote the formation of CNCl for arginine and histidine by up to 120-fold. In a more detailed investigation, pre-oxidation of histidine formed highly reactive intermediates to chlorine, leading to increased CNCl formation and chlorine consumption. The results showed that the precursors of CNCl was altered after pre-oxidation, and need to be re-evaluated.     

葫芦岛市可持续发展能力评价

为实现葫芦岛市社会、经济和环境的可持续发展，将可持续发展变成现实的可操作的管理模式．运用层次分析方法对葫芦岛可持续发展能力进行研究，评价葫芦岛市现有可持续发展水平，分析影响可持续发展的原因并提出相应的解决方法。     

戴明循环理论在规划环评工作程序中的应用初探

通过分析现阶段我国规划环评的现状和存在的问题,结合国内外规划环评及其工作程序的研究成果,提出使用戴明循环理论对现阶段的规划环评工作程序进行改进,使程序层次化、工作细分化,增强整个规划环评工作的可操作性,使规划环评工作落实到单位和人,明确责任,减少部门间冲突.戴明循环理论的引入,提高规划环评的评价效果和效率,为规划环评提供了一个有效科学的评价方法,有助于规划环评的顺利开展,使环境问题从源头上得到控制,适应建设和谐社会的需要.     

氨法烟气脱硫脱硝的技术特征

氨法烟气脱硫脱硝具有显著的技术优势:脱硫效率高,脱硫脱硝一举两得,不耗费热量不产生废渣,脱硫剂利用充分用量小,不损害设备有节能功效。脱硫剂利用率可达90%以上,脱硫效率可达90%以上、脱硝效率可达80%以上;脱硫剂用量是钙法工艺的十到二十分之一;副产物为可以直接利用的化学肥料,而非难于处置的废渣。     

两相厌氧消化工艺的研究进展及其应用

两相厌氧消化工艺因产酸相和产甲烷相的分离而具有一系列的特点和优势。针对该工艺的理论依据和运行机理进行了阐述，讨论了两相厌氧消化工艺的相分离以及相分离的实现对整个工艺的影响，着重剖析了两相厌氧消化工艺的影响因素，并对该工艺的应用范围及存在的问题进行了论述，说明了工艺的先进性和可行性。     

大理市生活垃圾焚烧处置初探

针对大理生活垃圾污染现状,提出采用高温焚烧方法处理大理市产生的城市生活垃圾的必要性,并用垃圾焚烧产生的热能发电.采取相应的措施防治燃烧过程中产生的污染物,可最终实现垃圾处理的减量化、无害化、资源化要求.     

Ni2+对2-氯酚厌氧降解系统的影响

针对重金属对难降解有毒有机物厌氧降解的影响问题,采用间歇试验法研究Ni2 对2-氯酚(2-CP)厌氧降解系统的影响规律.结果表明,当ρ(Ni2 )＜5 mg/L时,Ni2 对2-CP厌氧降解表现出轻度促进,当ρ(Ni2 )为5～500 mg/L,Ni2 以抑制作用为主,抑制作用随ρ(Ni2 )的增加而增强.Ni2 对原基质及关键中间产物苯酚和苯甲酸的抑制程度表现为:苯酚＞苯甲酸＞2-CP;ρ(Ni2 )低时的驯化能有效提高厌氧污泥对Ni2 毒性的耐受性能,300 mg/L Ni2 对2-CP降解的抑制从驯化前的65%降至驯化后的21%.Ni2 对2-CP厌氧降解的抑制作用与污泥中Ni的截留量之间存在正相关关系.抑制浓度CIP值和方程αC=[1-(I/I*)m]/[1 (I/I*)n)]能较好地表征厌氧生物处理过程受抑制程度.     

城市污泥好氧堆肥过程中能量平衡的理论分析

从热力学角度研究城市污泥的好氧堆肥过程,根据热力学第一定律,建立了好氧堆肥过程中的能量平衡关系,并给出了平衡关系中各参数的计算方法。     

医院污水处理系统工艺改进的研究初探

通过对昆明某医院污水处理系统工艺两次改造的实验研究表明:医院污水经深化处理后比未经深化处理污水的COD、SS、氨氮、色度、粪大肠菌群数都大幅度降低,达到了GB18466—2005《医疗机构水污染物排放标准》和GB l8920—2002《城市污水再生利用城市杂用水水质》中冲厕及绿化用水。建议循环再利用。