三相电力有源滤波器（APF）控制策略的研究

介绍了有源电力滤波器控制策略,提出了PWM控制技术在电网电压畸变情况下对电网中滤波电流进行连续动态补偿。建立了PWM控制的逆变系统模型并进行仿真研究,结果验证了该控制策略能有效补偿谐波电流。     

采用水解酸化-复合好氧处理制药工业废水的工艺评价

以制药工业综合废水处理为例对其采用的两级水解酸化复合好氧工艺的处理效果进行评估。按常规指标进行评估,该工艺对于制药综合废水的处理效果达到了设计目的,COD去除率可达到78.2%以上,NH+4-N的去除率达到99.3%,出水质量基本满足"污水综合排放标准(GB8978-1996)"二级标准和"辽宁省污水综合排放标准(DB21.1627-2008)";急性毒性的检测表明,经过该工艺处理后出水为低毒性;三维荧光谱分析(EEM)表明,制药综合废水经生物处理后的可溶性有机物中仍然存在难降解物质,建议增加物化处理以提高处理效果;并且制药废水经处理后的出水中的盐度对排入的生态系统存在风险,建议纳入排放标准以加强管理。     

基于用水总量控制的水资源承载能力分析研究——以赣江袁河流域为例

通过界定水资源承载能力的概念和内涵,提出基于总量控制条件下人口 经济 水资源三者系统协调耦合的水资源承载能力分析计算方法,分别采用产业结构调整和水资源优化配置模型等措施,以赣江袁河流域水资源承载能力分析计算进行例证。研究结果表明：在用水总量控制、保障社会发展水平和人均GDP水平条件下,（1）优化后行业用水定额下降,流域需水总量减少,水资源利用效率提高,目标年2015年和2030年流域需水量调整后较调整前分别减少036亿m3、090亿m3,较调整前下降了23%和53%;（2）对于不同目标年,优化后用水区域可承载GDP和承载人口有所增加,2015年和2030年全流域可承载GDP分别增加2649亿元和15191亿元,全流域可承载人口分别增加773万人和1874万人     

基于控制单元的水环境容量核算研究——以锦江流域为例

水环境容量核算是流域水环境容量总量分配的重要依据,关系到流域水质目标的实现。控制单元作为流域水环境管理的一个基本实施单位,以其为基础开展水环境容量核算,对于科学制定控制单元容量总量分配具有重要意义。以江西省锦江流域为例,根据水环境容量核算的基本原理,结合锦江流域的污染状况、水质现状和水环境功能区划,对流域各控制单元COD和氨氮的水环境容量进行分析,结果表明,控制单元的水环境容量与其内排污口的分布及功能区水质目标密切相关,COD的水环境容量以高安控制单元的最大,为 21 811 t/a;其次为上宜控制单元,为 21 168 t/a;再次为新丰控制单元,为 14 493 t/a;万载控制单元的最小,为 7 607 t/a。氨氮的水环境容量在各控制单元的分布特征与COD的略有不同,以上宜控制单元的最大,为790 t/a;其次为高安控制单元,为664 t/a;再次为新丰控制单元,为462 t/a;万载控制单元的最小,为303 t/a     

Evaluating and reducing a model of radiocaesium soil-plant uptake

An existing model of radiocaesium transfer to grasses was extended to include wheat and barley and parameterised using data from a wide range of soils and contact times. The model structure was revised and evaluated using a subset of the available data which was not used for model parameterisation. The resulting model was then used as a basis for systematic model reduction to test the utility of the model components. This analysis suggested that the use of 4 model variables (relating to radiocaesium adsorption on organic matter and the pH sensitivity of soil solution potassium concentration) and 1 model input (pH) are not required. The results of this analysis were used to develop a reduced model which was further evaluated in terms of comparisons to observations. The reduced model had an improved empirical performance and fewer adjustable parameters and soil characteristic inputs.     

Depth profile of ²³⁶U/²³⁸U in soil samples in La Palma, Canary Islands

The vertical distribution of the ²³⁶U/²³⁸U isotopic ratio was investigated in soil samples from three different locations on La Palma (one of the seven Canary Islands, Spain). Additionally the ²⁴⁰Pu/²³⁹Pu atomic ratio, as it is a well establish tool for the source identification, was determined. The radiochemical procedure consisted of a U separation step by extraction chromatography using UTEVA^® Resin (Eichrom Technologies, Inc.). Afterwards Pu was separated from Th and Np by anion exchange using Dowex 1x2 (Dow Chemical Co.). Furthermore a new chemical procedure with tandem columns to separate Pu and U from the matrix was tested. For the determination of the uranium and plutonium isotopes by alpha spectrometry thin sources were prepared by microprecipitation techniques. Additionally these fractions separated from the soil samples were measured by Accelerator Mass Spectrometry (AMS) to get information on the isotopic ratios ²³⁶U/²³⁸U, ²⁴⁰Pu/²³⁹Pu and ²³⁶U/²³⁹Pu, respectively. The ²³⁶U concentrations [atoms/g] in each surface layer (∼2 cm) were surprisingly high compared to deeper layers where values around two orders of magnitude smaller were found. Since the isotopic ratio ²⁴⁰Pu/²³⁹Pu indicated a global fallout signature we assume the same origin as the probable source for ²³⁶U. Our measured ²³⁶U/²³⁹Pu value of around 0.2 is within the expected range for this contamination source.     

基于适应性管理的水污染控制体系构建——以太湖流域为例

从规划内容与目标、规划方法及方案实施和评估3方面对太湖近20年水污染物控制历程进行综合分析,认为太湖水污染物控制正处面源污染、生活污染及新型污染问题凸显且更难处理,更为广泛的利益相关者和科研队伍积极参与的转型期.这种变化将导致污染治理面临更难应付的动态性和复杂性,使得当前以环境容量为总量为指导通过自上而下分配排污量和削减量的控制方案面临极大挑战.结合太湖水污染现状,通过与现行治理方法在管理假设、适合对象、协调管理手段、管理目标、规划方法、公众参与程度以及规划的优劣势等方面的比较发现,适应性管理可以积极有效应对由于环境趋势和管理协调对象变化所带来的系统不确定性和复杂性,将是一个积极有效的补充方法.同时,本文基于适应性管理提出了太湖水环境污染物排放控制体系的构建框架,突出适应性管理平台、科学研究及公众与基层单位参与在污染物控制中的重要作用.     

Sorption of selenate on soils and pure phases: kinetic parameters and stabilisation

This study was conducted to identify the principle selenate carrier phases for two selected soils, by comparing their reactivity with selenate to that of pure phases of the solids. Silica, calcium carbonate, aluminium hydroxide, goethite, bentonite and humic acid were selected as the main soil carrier phases. Comparisons were made first on the parameter values obtained with the best fit of a kinetic sorption model which can discriminate instantaneous sorption from kinetically limited sorption. Then comparisons were made of the ability for each solid to stabilise selenate by measuring the ratio of the partition coefficient for sorption (Kd_sorption) over that of the desorption (Kd_desorption). Kinetics and stabilisation were used to help elucidate the nature of interactions with the test solid phases for a large range of selenate concentrations. The experiments were conducted over 165 h in batch reactors, the solid being isolated from the solution by dialysis tubing, at two pH (5.4 and 8) and three selenate concentrations (1 × 10⁻³, 1 × 10⁻⁶ and 1 × 10⁻⁸ mol L⁻¹). The results obtained showed that only aluminium hydroxide can sorb selenate throughout the studied pH range (pH 5.4 to 8.0). The sorption capacity on this mineral was high (Kd_sorption > 100 to 1 × 10⁴ L kg⁻¹) and the selenate was mainly stabilized by the formation of inner sphere complexes. The sorption on goethite occurred at pH 5.4 (Kd_sorption 52 L kg⁻¹), mainly as outer sphere complexes, and was null at pH 8. On silica, a weak sorption was observed only at pH 5.4 and at 165 h (Kd_sorption 4 L kg⁻¹). On bentonite, calcium carbonate and humic acid no significant sorption was observed. Concerning the two soils studied, different behaviours were observed for selenate. For soil Ro (pH 5.4), Kd_sorption was low (8 L kg⁻¹) compared to soil Bu (pH 8) (70 L kg⁻¹). The sorption behaviour of selenate on soil Ro was mainly due to outer sphere complexes, as for goethite, whereas for soil Bu the sorption was mainly attributed to inner sphere complexes followed by reduction mechanisms, probably initiated by microorganisms, in which no steady state was reached at the end of the 165 h experiments. The sorption of selenate decreased when concentrations reached 1 × 10⁻³ mol L⁻¹, due to solid saturation, except for aluminium hydroxide. Reduction of selenate seemed also to occur on goethite and soil Ro, for the same concentration, but without preventing a decrease in sorption. Thus, this work shows that the comparison of selenate behaviour between soil and pure phases helps to elucidate the main carrier phases and sorption mechanisms in soil.     

环保型中小企业借贷环境分析

在经济多元发展的新历史阶段,环保型中小型企业作为正在蓬勃发展和活跃市场的重要经济个体,可以优化产业经济结构,推动循环经济发展.本文从软信息与关系型借贷研究入手,针对目前环保型中小企业财务信息不甚清晰、抵抗外界经济冲击能力有限和融资渠道特殊等特点,建立博弈模型,深入分析完全信息和不完全信息条件下,小额贷款公司与环保型中小企业客户之间的借贷关系.通过整体构建基于软信息特征的制度化信用风险控制准则,最终达到合理满足环保型中小企业激增的特殊融资需求.研究结果表明:以关系型借贷理论为依托,为满足各自的市场需求和利益保障,需要充分考虑环保型中小企业贷款客户的各类软信息,建立符合软信息时效性的信贷流程,决策权相对集中的组织结构和面向软信息收集的正向激励机制,从而实现对环保型中小企业客户贷款信用风险的有效控制,最终达到完善区域信用环境、支持中小企业发展和活跃社会主义市场经济的多重目标.     

中国银行业环境风险控制体系构建现状分析

银行投资行为导致的环境破坏问题可能给银行带来环境风险。环境风险控制是实现我国金融可持续发展的必然选择。我国银行业环境风险控制体系由四部分组成,其中环境信息收集和传递是环境风险控制的基础,环境风险管理部门建设是环境风险控制业务的保障,环境风险动态评估和管理是环境风险控制的关键,借鉴国际经验和加入国际准则是提升环境风险控制水平的有效途径。本文通过对我国全国性商业银行在环境风险控制领域的举措进行分析,总结我国银行业环境风险控制体系构建的现状和问题。