水力旋流器速度场的PDPA测试研究

应用相位多普勒粒子分析仪(PDPA)对液液水力旋流器模型的内部流场进行了测试,分析了旋流器内部速度场的特点。通过进口流量的变化,测试了该模型的不同截面上的速度场分布情况。测试结果表明:随着流量的增大,旋流器轴截面上的速度都增大,旋流变大,有利于连续相和分散相的分离;旋流器中连续相和分散相速度分布趋势相同,但在管芯处,两者速度滑移明显。     

Comparative study on leachate in closed landfill sites: focusing on seasonal variations

This article is intended to provide background information on leachate management in closed landfill sites based on a comparison of two landfill sites and the identification of leachate characteristics depending on the final cover and the season. Site S is older and has no final cover, while site J is younger and has final capping. The results of leachate analysis from the two landfills show that the biological oxygen demand to chemical oxygen demand ratio decreases below 0.1 to the range 0.05–0.07 for site S, whereas the ratio at site J was in the range 0.08–0.55. The inorganic nitrogen concentration was in the range 169.9–386.1 mg/l with an average of 265.2 mg/l at site S. Ammonia nitrogen accounted for 98.9% of the total nitrogen. The absence of a final cover on closed landfill sites may contribute to the stabilization of such landfills due to flushing. The nitrogen content at landfill S dropped in the summer, whereas it decreased in the fall at site J. A higher fluctuation in the pollutant levels of organic matters and nitrogen at the younger landfill site was observed, compared to the older site, even though the younger site had final capping. Therefore, intensive leachate management should be arranged at the early stages after closing for proper treatment. Specifically, nitrogen management of leachate is a critical factor in treatment operations.     

Efforts to develop regulations in Korea similar to the US maximum achievable control technology (MACT) regulations for hazardous waste incinerators

The development of regulations patterned after the United States’ requirement for maximum achievable control technology (MACT) to control hazardous air pollutants from major industrial sources in Korea is in progress. Current management practices and installed air pollution control devices were surveyed; emission tests and continuous emission data collected from facilities under operation were assessed considering other MACT requirements such as reporting, report keeping requirements. Emission sampling and air pollutant analysis were carried out at representative hazardous waste incinerators installed with wet-type and dry-type air pollution control devices. Korean and United States Environmental Protection Agency methods were used for sampling and analysis. The major heavy metals emitted were Zn, Ni, Pb, and Cr. The heavy metal removal efficiency of existing air pollution control devices was greater than 99%. The average mercury removal efficiency was more than 30%. Toluene; m,p-xylene; o-xylene; benzene; dichloromethane; styrene; ethylbenzene; 1,3-dichlorobenzene; and 1,2,4-trimethylbenzene were the major volatile organic compounds emitted. The emissions from field tests were compared, reviewed, and analyzed with respect to MACT regulations to check applicability. Finally, draft guidelines were suggested for effective hazardous air pollutant management in Korea.     

多介质过滤-超滤-反渗透法深度处理废水的工艺改进

针对某厂多介质过滤-超滤-反渗透(MMF-UF-RO)废水深度处理工艺发生污堵的问题, 采用在MMF装置前加入NaOH混凝沉淀的改进工艺代替加入聚合氯化铝(PAC)絮凝剂的原工艺.模拟原工艺水样的初始UF膜通量较低,过滤后UF膜通量下降35%左右;模拟改进工艺水样的初始UF膜通量较高,且UF膜通量基本无变化.改进工艺UF装置出水中除SiO_2外,其他物质的质量浓度远小于原工艺UF装置出水,可有效改善RO装置的进水水质.改进工艺的MMF和UF的运行稳定性均明显优于原工艺.     

化工园区安全风险容量探讨

探讨并提出化工园区安全风险容量的内涵,从量化风险的角度论述区域安全风险容量;以个人风险、社会风险和潜在生命损失值作为化工园区风险容量分析的指标,并给出风险计算的模型和风险标准;对园区内企业生产规模、运输量与安全风险容量的关系进行讨论,认为企业生产规模的扩大可能不增加固定危险源的风险,但直接增加运输风险;给出了化工园区的现状及规划新建项目的安全容量的具体确定程序;以某化工园区为应用实例对安全风险容量进行分析和说明。     

Development of a SWAT Patch for Better Estimation of Sediment Yield in Steep Sloping Watersheds1

Abstract: The watershed scale Soil and Water Assessment Tool (SWAT) model divides watersheds into smaller subwatersheds for simulation of rainfall‐runoff and sediment loading at the field level and routing through stream networks. Typically, the SWAT model first needs to be calibrated and validated for accurate estimation through adjustment of sensitive input parameters (i.e., Curve Number values, USLE P, slope and slope‐length, and so on). However, in some instances, SWAT‐simulated results are greatly affected by the watershed delineation and Digital Elevation Models (DEM) cell size. In this study, the SWAT ArcView GIS Patch II was developed for steep sloping watersheds, and its performance was evaluated for various threshold values and DEM cell size scenarios when delineating subwatersheds using the SWAT model. The SWAT ArcView GIS Patch II was developed using the ArcView GIS Avenue program and Spatial Analyst libraries. The SWAT ArcView GIS Patch II improves upon the SWAT ArcView GIS Patch I because it reflects the topographic factor in calculating the field slope‐length of Hydrologic Response Units in the SWAT model. The simulated sediment value for 321 subwatersheds (watershed delineation threshold value of 25 ha) is greater than that for 43 subwatersheds (watershed delineation threshold value of 200 ha) by 201% without applying the SWAT ArcView GIS Patch II. However, when the SWAT ArcView GIS Patch II was applied, the difference in simulated sediment yield decreases for the same scenario (i.e., difference in simulated sediment with 321 subwatersheds and 43 subwatersheds) was 12%. The simulated sediment value for DEM cell size of 50 m is greater than that for DEM cell size of 10 m by 19.8% without the SWAT ArcView GIS Patch II. However, the difference becomes smaller (3.4% difference) between 50 and 10 m with the SWAT ArcView GIS Patch II for the DEM scenarios. As shown in this study, the SWAT ArcView GIS Patch II can reduce differences in simulated sediment values for various watershed delineation and DEM cell size scenarios. Without the SWAT ArcView GIS Patch II, variations in the SWAT‐simulated results using various watershed delineation and DEM cell size scenarios could be greater than those from input parameter calibration. Thus, the results obtained in this study show that the SWAT ArcView GIS Patch II should be used when simulating hydrology and sediment yield for steep sloping watersheds (especially if average slope of the subwatershed is >25%) for more accurate simulation of hydrology and sediment using the SWAT model. The SWAT ArcView GIS Patch II is available at http://www.EnvSys.co.kr/~swat for free download.     

Sustainable Water Resources Management in a Conflict Resolution Framework1

Abstract: A decision support system for sustainable water resources management in a water conflict resolution framework is developed to identify and evaluate a range of acceptable alternatives for the Geum River Basin in Korea and to facilitate strategies that will result in sustainable water resource management. Working with stakeholders in a “shared vision modeling” framework, sustainable management strategies are created to illustrate system tradeoffs as well as long‐term system planning. A multi‐criterion decision‐making (MCDM) approach using subjective scales is utilized to evaluate the complex water resource allocation and management tradeoffs between stakeholders and system objectives. The procedures used in this study include the development of a “shared vision model,” a simulated decision‐making support system (as a tool for sustainable water management strategies associated with water conflicts, management options, and planning criteria), and the application of MCDM techniques for evaluating alternatives provided by the model. The research results demonstrate the utility of the sustainable water resource management model in aid of MCDM techniques in facilitating flexibility during initial stages of alternative identification and evaluation in a basin suffering from severe water conflicts.     

污泥淤砂分离器再分离溢流污泥

研究了污泥淤砂分离器对分离原污泥所得的溢流污泥进行再分离时,分离器的分离效果和分离分流污泥的性质。实验结果表明,污泥淤砂分离器对溢流污泥进行再分离时,分离器的除砂效率为34.5%,分离度为1.60,与分离原污泥时相比,分离器的分离性能降低;分离得到的溢流污泥MLVSS/MLSS比值为0.406,仅比进料污泥增加了2.2%,未能进一步提高溢流污泥MLVSS/MLSS比值;分离得到的底流污泥浓度MLSS为16.81 g/L,仅为原污泥浓度的1.4倍,底流污泥SVI、CST分别为45.7 mL/g和1.37 s·L/g SS,与原污泥相比仅分别减小了9.3%和2.7%,溢流污泥再分离,会降低底流污泥的浓缩效果,降低底流污泥沉降性能、脱水性能的提高幅度,不利于底流污泥的处理处置。     

排口比对污泥淤砂分离器分离效能的影响

污泥淤砂分离器是一种能够使活性污泥中污泥有机质与淤砂分离的设备。为了实现污泥淤砂分离器的结构优化,重点探讨了污泥淤砂分离器最重要的结构参数-排口比K(底流口直径Du与溢流口直径Do之比)对污泥淤砂分离器分离效能的影响。实验结果表明,在排口比从0.32增加到1.0的过程中,分离器处理能力Qi基本保持不变,分流比S、分离效率η和底流污泥ρ(MLVSS)/ρ(MLSS)分别从0.084、24.7%和0.21增加到0.338、41.1%和0.33.4;污泥有机质富集率FMLVSS和淤砂富集率FMLISS分别从1.95和1.35减小到1.22和1.12。富集除砂所需要的K和分离器获得较高的除砂效率η时所需K不一致。污泥淤砂分离器排口比K设计为0.4~0.6时,能够获得较高的分离效率,并实现淤砂的富集排放。     

海藻酸钠-刺槐豆胶复合凝胶珠吸附孔雀绿简

以刺槐豆胶、海藻酸钠为材料制备复合凝胶珠,利用红外光谱、热重分析对其进行表征,探讨孔雀绿浓度、吸附时间及pH对复合凝胶珠吸附孔雀绿的影响。红外光谱和热重分析表明,复合凝胶珠制备成功且热稳定性介于刺槐豆胶和海藻酸钠之间。复合凝胶珠对孔雀绿的吸附在5 h后达到平衡,pH=6为最佳吸附pH,相同条件下复合凝胶珠对孔雀绿的吸附作用优于活性炭,其对孔雀绿的吸附行为符合Freundlich吸附等温方程和颗粒内扩散模型。海藻酸钠-刺槐豆胶复合凝胶珠有望成为新的处理印染废水的吸附剂。