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.     

Optical properties of aerosols of mixed composition

A model is developed which relates the reduction in visual air quality to the chemical and physical properties of airborne aerosol particles. The aerosols are considered to be inhomogeneous and to have a mixed chemical composition which varies with particle size. The water content of the aerosol particles is derived from a semi-empirical application of the thermodynamic equations for particle growth. The model is valid for all ranges of relative humidity.The light scattering and absorption coefficients are calculated using Mie theory extended to concentric sphere scatterers. The core of each particle, which is primarily taken to be nonvolatile carbon, is enclosed in a water-soluble exterior. The soluble layer responds to changes in the relative humidity by absorbing (or releasing) water. The model predictions are in excellent agreement with experimental measurements made in Denver in the fall of 1978.     

纳米生态基对水产养殖污水的处理效果

采用三因子四水平的正交设计,实验研究了纳米生态基在不同温度、溶解氧和水力停留时间下对水产养殖污水的处理效果,确定了纳米生态基处理养殖污水的最佳条件。结果表明,含氨氮和亚硝氮浓度较高的模拟养殖污水用纳米生态基挂膜,所需时间约为22 d。纳米生态基对氨氮的去除效果明显,平均去除率达到93.5%。对氨氮去除率的影响程度,水力停留时间>温度>溶解氧。当温度为30℃,DO为5.43 mg/L,HRT为0.33 h时,纳米生态基对氨氮的处理能力最佳,去除率达到94.6%。纳米生态基对亚硝氮的平均去除率为69.3%。对亚硝氮去除率的影响程度,水力停留时间>溶解氧>温度。当温度为21℃,DO为6.40 mg/L,HRT为0.33 h时,纳米生态基对亚硝氮的处理能力最佳,去除率为71.5%。纳米生态基处理养殖污水的最佳条件:温度为30℃,DO为6.40 mg/L,HRT为0.33 h。     

混凝试验搅拌器的研制

影响混凝效果的因素众多,混凝沉淀烧杯试验是进行水的混合、絮凝、沉淀工艺研究、设计和生产指导的最有效方法之一,阐述了智能型混凝试验搅拌器的设计原理和技术性能.     

Impact of overexploitation of shellfish: northeastern coast of India

India has a very extensive coastline of about 7515 km, rich in diverse living resources. These resources continue to deteriorate with rampant harvesting or are altered for other uses such as aquaculture and fisheries. The present paper deals with degrading coastal habitats in northeastern India, and projects the intensity of the stress arising from the collection of tiger prawn seeds (Penaeus monodon) for aquacultural farms and molluskan shells for poultry feed and edible lime. Indiscriminate exploitation of these resources leads to a heavy reduction of the species concerned and other associated marine communities. The magnitude of such destruction has been quantified. The impacts of biodiversity loss and their after-effects on the ecobalance of this coastal system have become a matter of great concern to ecologists to maintain security and sustainability. The authors propose a public awareness program on themes relating to the importance of biodiversity for human livelihoods.     

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     

Nature of the field-to-field distribution of pesticide residues

The supervised trial datasets (1950), consisting of a minimum of five residue values and selected by the experts of FAO/WHO Joint Meeting on Pesticide Residues for recommending maximum residue levels between 1997 and 2011, were evaluated to obtain information on the typical spread of residue values in individual datasets. The typical relative standard deviation, CV, of field-to-field variation of pesticide residues was about 80%. The spread of residues in datasets is independent from the chemical structure of pesticides, residue level, pre-harvest interval and number of values in the datasets. The CV ranges within the Codex commodity groups and between groups overlapped and their difference were not statistically significant. The number of residues below the limit of quantification (LOQ) affects the CV at various extents depending on the ratio of LOQ/R _mean. The combined uncertainty of the highest residue in a dataset significantly affects the CV of the dataset. The lowest and intermediate ones have less influence. The residues in different fields receiving the same treatment vary within large range: 55%, 72%, 78%, 86% and 89% of the 25,766 residues values were, respectively, within 3, 4, 5, 6 and 7 times the median value of the corresponding dataset.     

喷嘴数量对文丘里除尘器性能影响的模拟

选用欧拉-欧拉多相流模型和RNG k-ε湍流模型对文丘里除尘器流动特性进行数值模拟,首先对2个喷嘴时不同液体速度下的压力降和喉管液体分布情况进行模拟,并与实验值进行了比较,得到了较好的一致性;然后比较了2个喷嘴和4个喷嘴的情况下不同液体速度时文丘里除尘器的压力降和液体分布情况。模拟结果表明：欧拉-欧拉多相流模型可准确地模拟文丘里除尘器内部流场;喷嘴数量对文丘里除尘器内部的压力降和液体分布有较大影响,当相对射流深度为0.2,喉管气速为64 m·s-1,喷嘴数量由2增加为4时,压力降增加了17.17%,在喷嘴数目为4,喉管气速为74 m·s-1,液体速度为12.5 m·s-1时可使液体在文丘里除尘器内部得到较均匀的分布。     

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.     

山羊粪污颗粒静态好氧堆肥过程的生物强化

对山羊粪便颗粒进行了理化表征,发现其外表致密内芯多孔的结构特点,且其总体C/N比为25.69~27.88,适合直接堆肥,提出采用生物接种破坏表层,强化堆肥进程的思路.研究结果表明,生物接种可以大大强化堆肥过程中的生化反应进程,缩短堆肥发酵周期.产物中N、P含量随着生物接种量的增加而增大.当以VT-1000菌剂按10 mL/kg干物质接种时,堆体温度在2 d内就达到50℃,在高温期50~60℃维持7 d以上,其堆肥腐熟后物料TN、TP分别增加0.70%和1.59%,其C/N<15,更趋于稳定化,且最终产物中粪大肠菌群数<3个/g,未检验出蛔虫卵,实现了无害化处理.     

温度对热水解预处理高含固污泥特性的影响

以含固率为10%的污泥为对象,研究不同温度和时间条件下热水解过程中有机物转化规律对污泥特性的影响。结果表明:随着热水解时间的延长和温度的升高,污泥中挥发性悬浮固体(VSS)的水解率逐渐升高。在热水解时间为20 min时,温度由150℃升高到180℃,VSS水解率由22.9%增至38.4%,污泥中VSS由46.28 g/L降低到40.63 g/L。水解液组分分析表明,溶解性化学需氧量(SCOD)主要组成为蛋白质(50%)、碳水化合物(15%~20%)、可挥发性脂肪酸(15%~20%)。水解液中氮主要以有机氮的形式存在。在热水解条件达到165℃、50 min时,氨氮浓度为1.16 g/L,之后,随着温度的升高和时间的延长,氨氮浓度基本不变。     

市政污泥干化动力学研究

利用同步热分析仪(TGA/DSC),采用非等温法,开展了市政脱水污泥干化过程的动力学研究。分析了升温速率对污泥干燥过程的影响,确定出污泥干化过程的最概然机理函数G(α)MP,计算了不同升温速率下的表观活化能E和指前因子A。结果表明,污泥非等温干燥过程可以分为缓慢加速、快速加速和减速3个阶段;升温速率的增大会缩短加速段干化时间,但对减速段没有影响;随着升温速率的增加,干化活化能和指前因子先增大后减小,活化能在19.45~28.46 kJ/mol之间变化,指前因子变化范围为1.5×105~5.0×106 s-1,且在升温速率为15 K/min时两者达到最大值;干燥过程最概然机理函数的积分形式为G(α)MP=1-(1-α)4反应级数为4;污泥干燥过程的活化能和指前因子之间存在动力学补偿效应。     

Motion of particles in bends of circular pipes

The trajectories of particles moving in curved tubes are calculated using a fully developed laminar flow. The flow field, consisting of a core region and a boundary layer, was proposed and experimentally tested by Mori and Nakayama (1965) for values of the flow Reynolds number up to 4000. The calculated trajectories are used to predict the distribution of inertia-less particles at a cross-section 9.375 dia downstream of a 90° bend. In addition, the fractions of entering particles deposited by inertial impaction and interception in a 90° bend are computed. The results show that the flow Reynolds number has significant effects on particle deposition in bends. The theoretical predictions for the distribution of particles downstream of a bend and the efficiency of deposition are in good agreement with experimental results reported in the literature.     

染整废水处理工程设计

采用“生物接触氧化 +混凝气浮 +生物炭”工艺处理染整废水 ,COD去除率可达到 90 %以上 ,工程实践表明 ,该工艺处理效果好 ,运行稳定 ,投资省 ,处理后出水可达标排放     

3种污泥对磺胺二甲基嘧啶的吸附性能

研究了厌氧颗粒污泥、厌氧污泥及好氧污泥对磺胺二甲基嘧啶(SM2)的吸附性能。当SM2初始浓度为50μg/L时,采用活性污泥灭活吸附,考察了吸附平衡时间、吸附等温线及温度对污泥吸附的影响,并比较了失活污泥与活性污泥的吸附性能。结果表明,3种污泥对SM2的吸附均在1 h内达到吸附平衡;3种失活污泥对SM2的吸附都可用Freundl-ich和Langmuir吸附模型来描述,并且Freundlich吸附模型的拟合效果要好于Langmuir模型(R2F>R2L);温度对3种污泥吸附影响规律一致,并且吸附常数KF(15℃)>KF(25℃)>KF(35℃),这说明吸附为放热反应,低温有利于吸附反应的进行。活性污泥对SM2的吸附与失活污泥吸附规律一致,都符合Freundlich模型。3种活性污泥对SM2的去除是吸附和降解的共同作用,并且都是降解占主导地位,降解效率为厌氧污泥>好氧污泥>厌氧颗粒污泥。     

高速粉碎机作用下的电路板真空热解渣破碎特性

首先利用高速粉碎机对大颗粒废弃电路板真空热解渣进行破碎处理,然后采用筛分和颗粒计数法研究破碎产物的破碎规律与解离特性。结果表明,大颗粒废弃电路板真空热解渣在破碎过程中存在着显著的选择性破碎,金属铜主要分布在较粗粒级产物中,玻璃纤维和炭黑则主要分布在较细粒级产物中,并且铜能在较大粒级上实现充分解离;98.64%的铜分布在粒级为0.45~4.0 mm的破碎产物中,而92.05%的玻璃纤维和炭黑分布在粒级为-0.45 mm的破碎产物中;当粒级为-2.0 mm时,铜的解离度达到100%。     

市政污泥强化脱水实验研究

通过对市政污泥进行超声处理、絮凝剂处理和超声结合絮凝剂处理,研究不同条件下污泥上清液的COD浓度、粒度分布及微观结构变化情况。实验结果表明,超声波作用可以调整污泥结构,改善污泥脱水性能;当超声时间达到20min左右时,脱水效果最好为87.9%;超声波作用使污泥中释放的COD浓度增加至91.2 mg/L;污泥颗粒粒度发生变化,分布在易脱水段10～100μm的更多。     

Effect of the cationic composition of sorption solution on the quantification of sorption-desorption parameters of heavy metals in soils

We obtained the sorption isotherms of Cd, Cu, Pb and Zn in clay, clay saline and organic soils. The distribution coefficients (K(d)) were determined in 0.02 eq l(-1) CaCl(2) and in a solution that simulated the soil solution cationic composition. The K(d) values greatly varied with the composition of the sorption solution and the initial metal concentration. The sorption experiments were complemented with the quantification of the extractable metal, to estimate the reversibility of metal sorption. The extraction yields depended on the metal-soil combination, and the initial metal concentration, showing no correlation with previous K(d) values. The effect of the solution composition in mobility predictions was estimated through a Retention Factor, defined as the ratio of the K(d) versus the extraction yield. Results showed that risk was over- or underestimated using the CaCl(2) medium in soils with a markedly different soil solution composition.     

Evaluation of fecal pollution of river sediment by detection of urobilin

In this study, we attempted to establish a new indicator for fecal pollution of river sediment using a sensitive detection method for urobilin. Urobilin contained in sediment was extracted with an alkaline buffer solution. The suitable buffer solution for extraction of urobilin consisted of 0.1 M Tris-HCl buffer (pH 10.0) containing 0.1 m sodium chloride. The ratio of sediment to buffer was 1:10. The distribution of urobilin in river sediment was studied by this method. The amount of urobilin in the river sediment of Tokyo (urban) and the Miura peninsula (rural) area was surveyed. Large quantities of urobilin were detected in the sediments of the urban rivers, but it was scarce in the rural rivers. Urobilin showed a higher content in sediment than in water. Urobilin in river sediment is distributed in large amounts in the lower reaches, where the water is polluted with domestic sewage and industrial waste, but is scarce in the upper streams. The amount of urobilin decreases to the lower layers.     

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。