可拓学理论在水质量综合评价中的应用研究

在物元理论、可拓集合论和关联函数计算的基础上，利用物元分析理论的特点建立了水质量评估模型，把水质量评估由定性转化为了定量。通过实际水质量等级的关联度计算，对北京永定河水质量进行了可拓学评价，评价结果表明了该方法的可应用性。     

基于模糊权物元理论的地下水水质评价模型构建及应用

在物元分析的基础上,结合模糊权重理论与层次分析方法，构建用于评价地下水水质的模糊权物元分析模型。应用此模型对徐州市的重要水源地——张集水源地的地下水水质进行了综合评价。选取数据较为完整的20个监测井的监测数据进行评价。结果表明，研究区的20个采样点水质为Ⅱ、Ⅲ级的占95%，绝大多数地下水水质较好，符合饮用水的要求。与投影寻踪法和模糊概率法的评价结果比较发现，得出的评价结果与以上2种评价结果基本一致。     

欧氏贴近度模糊物元分析法优选制浆造纸中段水处理工艺

制浆造纸中段水处理工艺优选属于多方案、多指标的综合评价问题,本研究在模糊物元分析的基础上,结合优选理论中贴近度的概念,建立了制浆造纸中段水处理工艺优选的欧氏贴近度模糊物元分析法(FMEA),并通过均方差法确定指标权重。通过建立评价指标体系,从技术性能、经济费用和管理效果3个方面对传统活性污泥法、完全混合活性污泥法、氧化沟法和序批式活性污泥法(SBR)进行评价,结果表明,SBR法技术性能和经济费用最优,氧化沟法管理效果和综合评价最优,为不同条件下优选制浆造纸中段水处理工艺提供了参考依据。     

灰色物元分析及其在环境治理工程方案评标中的应用

将灰色系统理论中的有关概念和方法，引入到物元分析理论中，建立了多目标决策问题的灰色物元分析数学模型，并应用于其废水治理工程的评标工作中，获得了令人满意的结果。     

模糊物元识别模型在巢湖水体富营养化评价中的应用研究

选取TN、TP、Chl-a、COD、BOD5、DO和SD等7项指标,应用模糊物元识别模型对2000~2007年巢湖的12个水质监测点的富营养化等级进行了模糊识别。通过与巢湖同期水质浓度变化及其分布区域进行对比分析,验证了模糊物元识别模型在巢湖水体富营养化评价中的适用性。巢湖富营养化评价结果表明,2000~2007年富营养化呈逐年加重的趋势,据采样点模糊物元计算结果得知西巢湖(1#~6#)的富营养化状况比东巢湖(7#~12#)更严重,西巢湖贴近度最高值为0.9974,接近极富营养状态,而东巢湖的最高值仅为0.5866。从年际变化上看,2000~2007年东巢湖富营养化状况变化不大,营养状态级处在较低的水平,而西巢湖的富营养状况变化则较大,营养状态级则处在较高水平。     

用物元分析进行水质环境监测优化布点的研究

本文首次提出利用物元分析对水质环境监测优化布点的新方法。在确定了最佳和最次理想点基础上，建立了标准事物和节域事物的物元矩阵。该法具有计算简便、分析合理和容易推广的优点。     

基尼系数法在新疆COD总量分配中运用探讨

借鉴经济学中评价贫富差距的基尼系数理论分配区域水污染物(COD)削减总量,基于基尼系数的内涵建屯一套适合新疆的COD总量公平削减方法.以2008年新疆各地州(市)COD总量削减为例,采用基尼系数法计算出水资源量,GDP和人口对水污染物(COD)总量分配的基尼系数,从公平性的角度结合计算结果进行量化分析并提出削减方案.结...     

基于水动力数值模型的港口规划累积影响评价

累积影响评价是战略环境评价的主要方法和重要内容之一,但目前还缺乏通用的评价程序和方法.通过识别港口规划的累积影响源和途径,建立了基于水动力数值模型的累积影响评价的量化评估和分析框架.以厦门港嵩屿港区规划为例,通过对海湾纳潮量及各敏感点流速的模拟,计算淤积量及其分布变化,进而推测海域水质和底质变化,并分析了由此引起的海洋生物群落的变化趋势.通过比较不同岸线方案的累积影响,为港区岸线优选提供了科学判据.实践表明,该方法框架综合运用定量预测和定性分析手段,其结果能为港口规划的战略环境评价提供科学依据.     

区域水生态承载力评价指标体系研究

在已有相关研究的指标体系和国家颁布的相关指标体系基础上,提出了区域水生态承载力评价指标体系的构建依据、构建原则、分类框架、指标选取方法和标准确定方法。根据水生态承载力的概念和内涵,以压力-状态-响应(PSR)为指标体系分类框架,采用频数统计法和理论分析法相结合的方法,将已有研究中常用的、与水生态承载力密切相关的指标筛选出来,构建了区域水生态承载力指标体系,包括58个指标,其中核心指标19个,备选指标39个。在此基础上,参考国家颁布的相关标准,选取适当的核心指标对渭河陕西段水生态承载力进行评价,并进一步计算压力指数、状态指数、响应指数和承载指数,结果显示渭河陕西段水环境系统压力较大,状态最差,响应程度较高,水环境严重超载。     

瘦西湖风光电能驱动的曝气生物接触氧化水净化系统结构与功能

在瘦西湖选择中试河段,利用太阳能风能绿色能源,研发了风光电能驱动的曝气生物接触氧化水净化系统。系统由风光互补发电子系统、曝气生物接触氧化子系统、植物生态子系统组成。风光电能驱动的曝气生物接触氧化水净化系统运行正常。按照景观娱乐用水水质标准进行水质监测,采用模糊综合评价与贴近度计算方法,进行了系统水净化功能评价。结果表明,在试验段原水水质低于景观水C类,经该系统水净化后,可以达到景观水B类。系统的开发与实验,探索了利用绿色能源河湖水净化的新途径。     

Estimation of uncertainty of sampling for analysis of pesticide residues

Abstract

A computer model was used to take random samples from primary sample populations obtained from field trials to simulate the uncertainty of sampling for residue analysis of plant commodities and soil. The results indicate about 40%, 30% and 20% relative uncertainty when random samples of size 5, 10 and 25 are taken respectively, from a single lot. Therefore the sample size should be the same for establishing and enforcing legal limits.     

次氯酸钠发生器的研制

介绍了电解法生产次氯酸钠的原理 ,并在原有生产工艺的基础上进行了重新设计和对设备的重新选择、改造 ,得出了各个工艺参数的最佳值 ,生产出高品质的次氯酸钠     

不同泥源对厌氧氨氧化反应器启动的影响

采用2套上流式生物膜反应器,分别接种少量厌氧氨氧化污泥和大量硝化污泥,考察其对厌氧氨氧化反应器启动的影响。污泥接种入反应器后,测得接种厌氧氨氧化污泥的反应器(R1)内MLSS为0.22 g/L,另一个反应器(R2)MLSS为2.7 g/L。与直接接种厌氧氨氧化污泥相比,R1经过72 d的运行才显现出厌氧氨氧化特性。经过114 d的培养,前者氮去除速率由0.23 kg/(m3.d)提升到5.29 kg/(m3.d),总氮去除率大于89%;R2的氮去除速率由0.01 kg/(m3.d)提升到1.1 kg/(m3.d),总氮去除率大于84.6%。说明普通污泥启动需要一个较长的筛选过程,直接接种少量的厌氧氨氧化污泥比接种普通的污泥能够更快启动厌氧氨氧化反应器。     

An application of the theory of kinematics of mixing to the study of tropospheric dispersion

The most common technique used for numerical simulations of tracer mixing is that of the numerical solution of the advection–diffusion equation with the unresolved fluxes parameterized using the similarity theory. Despite correct predictions of the overall directions of transport, models based on a numerical solution of the advection–diffusion equation lack sufficient accuracy to correctly reproduce the coupling of mixing with small scale processes which are sensitive to the microstructure of the tracer distribution. The objective of this paper is to revisit the basic formalism employed in numerical models used to investigate atmospheric tracers. The main mathematical method proposed here is the theory of kinematics of mixing which could be applied effectively for simulations of atmospheric transport processes. At the beginning of the paper, we introduce simple mathematical transformations in order to demonstrate how complex topological structures are created by mixing processes. These idealistic flow systems are essential to explain transport properties of much more complex three-dimensional geophysical flows. An example of the application of the kinematics of mixing to the analysis of tracer transport on a planetary scale is presented in the following sections. The complex filamentary structures simulated in the numerical experiment are evaluated using some commonly applied statistical measures in order to compare the results with the data published in the literature. The results of the experiment are also analysed with the help of simple conceptual models of fluid filaments. The microstructure of the tracer distribution introduced in the paper is essential to increase our understanding of atmospheric transport and to develop more realistic parameterizations of small-scale mixing. The presented results could also be used to improve calculations of the coupling between microphysical processes and tracer mixing.     

造纸废水混凝处理中SFT助凝替代性研究

中小造纸厂废水处理常用PAC作混凝剂 ,PAM作助凝剂。由于PAM成本很高 ,影响了处理设备的投运率。用超细滑石粉 (SFT)替代PAM助凝 ,与混凝剂PAC配合 ,其混凝处理效果基本相当 ,但是处理成本降低 0 .10元 /m3 。由于SFT属环境无害材料 ,不会给排泥带来二次污染     

活性炭三维电极法对印染废水的处理研究

对三维电极方法处理印染废水进行了实验研究,初步探讨了活性炭三维电极法处理印染废水的机理,对影响处理效果的各种要素,如反应时间、槽电压和pH值等进行了条件实验,得出了活性炭三维电极法处理印染废水的最佳运行条件为:停留时间120-180 min,槽电压25～30 V,进水pH值6.5～7.5。结果表明,该反应器能有效地降低废水色度,有较高的COD去除效率,并能提高印染废水的可生化性。     

红土吸附砷对其动电电位的影响

研究了遵义红土吸附砷对其动电电位的影响 ,从砷酸根浓度和体系pH对红土动电电位影响的角度作了探讨 ,结果表明 ,砷酸根离子浓度越大 ,Zata电位下降幅度越大 ,Zata电位也越低 ;随着体系pH的升高 ,氧化铁胶体动电电位逐渐下降 ,甚至改变了表面电位的符号。由此得出了红土吸附砷属于专性吸附的结论。     

生物质快速热裂解主要参数对生物油产率的影响

以松木木屑为原料,在自制的小型流化床上,开展了生物质热裂解温度、生物质粒径和进料速率对生物油产率的影响实验研究.结果表明,在热裂解温度分别为450、475、500、525和550℃条件下,当热裂解温度为500℃时,生物油产率最高,平均产率达到53.33%(质量百分比).反应温度越高,炭产量越低,不可冷凝气体产量越高,气体发热值越高;粒径＜1 mm的生物质其粒径对生物油产率影响不大;生物质进料速率增加时,生物油产率增加.本研究为生物能的利用提供了新的途径.     

Evaluation of the presence of drugs of abuse in tap waters

A total of seventy samples of drinking water were tested for non-controlled and illicit drugs. Of these, 43 were from Spanish cities, 15 from seven other European countries, three from Japan and nine from seven different Latin American countries. The most frequently detected compounds were caffeine, nicotine, cotinine, cocaine and its metabolite benzoylecgonine, methadone and its metabolite EDDP. The mean concentrations of non-controlled drugs were: for caffeine 50 and 19 ng L⁻¹, in Spanish and worldwide drinking water respectively and for nicotine 13 and 19 ng L⁻¹. Illicit drugs were sparsely present and usually at ultratrace level (<1 ng L⁻¹). For example, cocaine has mean values of 0.4 (Spain) and 0.3 ng L⁻¹ (worldwide), whereas for benzoylecgonine, these mean values were 0.4 and 1.8 ng L⁻¹, respectively. Higher concentrations of benzoylecgonine were found in Latin American samples (up to 15 ng L⁻¹). No opiates were identified in any sample but the presence of methadone and EDDP was frequently detected. Total mean values for EDDP were 0.4 ng L⁻¹ (Spain) and 0.3 ng L⁻¹ (worldwide). Very few samples tested positive for amphetamines, in line with the reactivity of chlorine with these compounds. No cannabinoids, LSD, ketamine, fentanyl and PCP were detected.     

Visualisation of the complexity of EUSES

The interdependencies of parameters applied in the models of EUSES are visualised in a directed connectivity graph. The parameters (inputs, defaults, state variables, outputs) are represented by boxes (nodes) and their relations by lines (edges). The visualisation, on the one hand, clarifies the complexity of the models in EUSES and, on the other hand, creates an overview and transparency. The parameters’ relations to each other can be recognised faster, and the models can be better understood. The complexity was quantified by the number (variety), kind (substance parameter, physico-chemical parameter, concentration, other parameters), and depth (dimension) of the parameter and the number of relations (connectivity). The variety of EUSES (without the modelsSimple Treat andSimple Box whose interior structure is not documented and without the effect and risk characterisation) amounts to 466, the connectivity to 961, and the maximal dimension is 21.