活性污泥3号模型对实际工艺的模拟与分析

将活性污泥3号模型(ASM3)与Takács二沉池模型以及反应池流态模型相结合,构建了活性污泥系统模型,并采用Visual Basic 6.0语言编写了计算机模拟程序.将此程序应用于分段进水A/O脱氮工艺中试工艺,分别对其进行了稳态模拟和动态模拟,并取得了与实测值较为接近的结果.同时利用模型分析了运行控制参数对出水水质的影响,模拟结果与实际状况吻合.     

电解预处理-UASB-CASS工艺处理糠醛废水

对电解预处理-UASB-CASS工艺处理糠醛废水进行了研究,通过试验确定了电解预处理阶段主要影响因素为电流强度大小和电解时间,极板间距对COD去除率影响不大;电解预处理最佳工艺参数为:电流强度0.3 A,电解时间4 h,极板间距30 mm.在此条件下COD去除率为20.6%,废水可生化性提高了38.1%.加上后续的UASB-CASS工艺,出水COD浓度＜150 mg/L,满足《污水综合排放标准》(GB8978-1996)二级排放标准.     

臭氧/活性炭/紫外光联用处理几种高浓度有机废水影响因素

以对硝基苯甲酸废水、鸟嘌呤废水、乙醛废水和乙醇胺废水为例,对臭氧/活性炭氧化去除废水中有机物的效果进行了初步研究,考察了臭氧投加量、pH值和紫外光等因素对臭氧/活性炭催化氧化高浓度有机废水的影响,并在最优条件下,验证了该工艺作为高浓度有机废水预处理手段,在去除废水中COD和提高可生化性(BOD5/COD)等方面的综合效果.结果表明,活性炭作为催化剂与臭氧共同作用,对对硝基苯甲酸废水COD的去除率明显高于单独臭氧氧化和活性炭吸附;臭氧/活性炭氧化对乙醛废水和乙醇胺废水这类短链类有机物降解作用不大,但对硝基苯甲酸废水、鸟嘌呤废水这些含有苯环类、长链类的有机物,去除效率较高;在中性偏碱时,pH的提高有利于COD的去除,但过高pH对COD的降解效果反而有所减弱,pH=9.0是比较合适的;在紫外光催化的条件下,采用臭氧/活性炭氧化工艺处理对硝基苯甲酸废水,COD去除率可达到52%,废水的生化性(BOD5/COD)由原来的0.10提高到0.32,大大提高了废水的可生化性.     

SO2/SO3对选择性催化还原烟气脱硝的影响研究

研究表明，燃料燃烧过程中不同的SO2/SO3转化率对选择性催化还原（ Selective Catalytic Reduction，SCR）烟气脱硝的最低运行温度影响大，温度变化幅度为10~15℃。对燃烧高硫煤锅炉的SCR烟气脱硝，应控制更低的SO2/SO3转化率；对燃烧低硫煤锅炉的SCR烟气脱硝，通过适当提高SO2/SO3转化率，最大催化剂用量可减少一半、烟气阻力降低一半，可大幅降低SCR烟气脱硝建设成本和运行成本。     

球形氧化铝负载Ni-Co双金属催化剂上沼气重整制氢——操作条件的影响

前期研究开发出了活性、稳定性和抗积碳性能都较好的沼气重整制氢Ni-Co/La2O3-Al2O3催化剂。在此基础上选用商业球形氧化铝作为载体(4~5 mm)并掺杂La2O3,用浸渍法制备了Ni-Co/La2O3-Al2O3球形催化剂,以CH4/CO2体积比为1的混合气模拟沼气,考察了操作条件对工业尺度催化剂沼气重整反应性能的影响。结果表明:负载活性组分的γ-Al2O3球形催化剂的沼气重整活性基本达到小试的水平。反应温度升高有利于提高催化剂的重整活性,850℃以上催化剂的活性趋于稳定。反应温度升高有利于减少催化剂的表面积碳,却加速了金属颗粒的团聚。随着空速的增加,催化剂的活性显著降低。较好的催化剂还原方式为用纯H2在700℃下还原2 h,用该方式还原的催化剂反应后金属粒径较小,平均积碳速率较低。     

Market design in cap and trade programs: Permit validity and compliance timing

Cap and trade programs have considerable heterogeneity in permit validity and compliance timing. For example, permits have different validities across time (e.g., banking, borrowing, and seasons) and space (e.g., zonal restrictions), and compliance timing can be annual, in overlapping cycles, or in multi-year periods. We discuss nine prominent cap and trade programs along these dimensions and construct a general model of permit validity and compliance timing. We derive sufficient conditions under which abatement is invariant to compliance timing, i.e., compliance timing cannot smooth abatement cost shocks. Under these conditions, (i) expected compliance costs are invariant, (ii) the variance of compliance costs increases with the delayed compliance, (iii) equilibrium prices may not be unique, and (iv) the delayed compliance equilibrium may rely on “degenerate” prices not determined by marginal abatement costs. We demonstrate the model's broad applicability by illustrating different types of temporal permit validity.     

高职院校中“产学合作”运行机制的实施及评价体系的构建

从学校、企业、政策等方面分析了现有“产学合作”运行机制存在的问题，从知识机制、动力机制、调控机制、利益机制、风险机制及环境机制五个角度分析了校企“产学合作”机制发展的现状。以中国环境管理干部学院环境信息管理专业为例，提出了构建合理的“产学合作”评价体系的完整流程，流程中涵盖了评价的重要指标，从不同角度反映了合作的效果。     

Crop Discharge Permits for Reduction of Nitrogen Loads to the Baltic Sea1

Collentine, Dennis and Holger Johnsson, 2011. Crop Discharge Permits for Reduction of Nitrogen Loads to the Baltic Sea. Journal of the American Water Resources Association (JAWRA) 48(1): 24‐31. DOI: 10.1111/j.1752‐1688.2011.00596.x Abstract: Current international agreements call for a significant reduction of nutrient loads to the Baltic Sea. In one of the signatory countries, Sweden, regulatory authorities have concluded that new measures will be needed to meet national reduction targets. This article evaluates the effect of one possible new measure for reducing nitrogen loads, introducing mandatory discharge permits for crop cultivation as one component of a proposed discharge permit system. Using the framework of the proposed system, expected net load reductions and permit prices are calculated for three crop permit scenarios in a catchment in Southern Sweden. In addition, gross leaching is calculated for a larger region to study the potential for reducing net loads. The article concludes that while permitting reduces loading, achieving reduction targets will require additional measures beyond the scenarios studied.     

超滤膜在新疆污水处理中的应用研究

超滤膜能有效去除大肠杆菌、细菌、SS等污染物质，并对COD和BOD也有一定的去除效果。由于新疆特殊的气候原因，导致新疆的污水水质与内地差异较大，因此采用超滤膜对新疆疾病控制中心生活污水处理站二级生化处理达标外排水进行深度处理，分别进行了管路流体力学特性实验、超滤膜截留特性实验、膜污染实验、膜的清洗实验等，掌握了膜污染变化规律和污染防治方法．为日后的此类工程设计提供了参考数据．     

Multiple Interactive Pollutants in Water Quality Trading

Efficient environmental management calls for the consideration of multiple pollutants, for which two main types of transferable discharge permit (TDP) program have been described: separate permits that manage each pollutant individually in separate markets, with each permit based on the quantity of the pollutant or its environmental effects, and weighted-sum permits that aggregate several pollutants as a single commodity to be traded in a single market. In this paper, we perform a mathematical analysis of TDP programs for multiple pollutants that jointly affect the environment (i.e., interactive pollutants) and demonstrate the practicality of this approach for cost-efficient maintenance of river water quality. For interactive pollutants, the relative weighting factors are functions of the water quality impacts, marginal damage function, and marginal treatment costs at optimality. We derive the optimal set of weighting factors required by this approach for important scenarios for multiple interactive pollutants and propose using an analytical elasticity of substitution function to estimate damage functions for these scenarios. We evaluate the applicability of this approach using a hypothetical example that considers two interactive pollutants. We compare the weighted-sum permit approach for interactive pollutants with individual permit systems and TDP programs for multiple additive pollutants. We conclude by discussing practical considerations and implementation issues that result from the application of weighted-sum permit programs.