河流枯水流量特征研究

本文以泾、洛、渭三河流干流在陕西境内的主要控制断面为例,分析了１４个时段枯水流量的概率分布特征,选定了理论分布线型,揭示了各枯水序列的时段平均流量均值、变差系数和偏态系数的变化规律,建立了推求不同频率不同时段的枯水流量的经验公式。绘制了相应的关系曲线,应用十分方便。     

Influence of chlorsulfuron herbicide on size of microbial biomass in the soil

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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.     

锦纶生产废水的深度处理研究

采用曝气生物滤池对锦纶生产废水进行深度处理,试验结果表明,该工艺可有效去除CODCr和NH3-N,并在不同运行条件下的运行特性进行了考察,确定试验的最佳气水比。     

不可再生资源利用率度量指标研究

通过分析指出不可再生资源利用率是度量可持续发展的一个重要尺度。从产值与不可再生资源消耗相比较的角度出发 ,设置了不可再生资源利用率的度量指标 :单位工业增加值不可再生资源消耗 ,并以中国为例 ,分别以重量与能值为尺度 ,计算以上所设置指标的指标值 ,并对计算结果进行分析与思考。     

塔式曝气装置处理天然橡胶加工废水试验研究

国内对长期困扰海南特区经济发展的天然橡胶加工废水进行完全混合污泥法研究的较少。利用塔式曝气装置对经高效混凝预处理后的该种废水进行完全混合活性泥法处理。废水COD、SS去除率受HRT、DO浓度影响较大。废水在装置中的最佳HRT=10h,此时COD的去除率为75.9%,SS的去除率为81.4%。反应装置中的最适溶解氧浓度为0.92mg/L,此时COD、SS的去除率达到最大,为83.7%、83.2%。     

胶州湾入海污染物总量控制研究

在胶州湾水质数值模拟的基础上,建立了污染物总量控制模型.计算了各个点源的响应系数,分担率及环境容量.结果表明,胶州湾内COD各入海污染源均有余量,不需要削减.胶州湾东北部N、P污染较严重,污染物入海总量已经超过海域的环境容量.研究结果将为胶州湾污水排海、海域水质管理、总量控制规划编制提供科学依据.     

淮河流域多闸坝河流COD综合衰减系数测算

提出在多闸坝河流上，利用枯水期断面化学需氧量同步监测数据测算COD综合衰减系数的方法，用该方法测算河南省辖河流域部分河流COD综合减系数在0．08－0．341/d。并用实际监测结果进行检验。     

环境水质监测的质量保证

介绍了水质监测采样质量控制，环境监测实验室条件和实验室的质量保证与质量控制，并以实验室内分析COD样品为例，进一步阐述了环境水质监测中COD的控制方法，从而论证了环境水质监测质量保证和质量控制。