海水环境生物腐蚀污损与防护

以海水环境生物腐蚀污损与防护为中心,就国内外与其相关的报道进行综述分析,并提出建议。首先,分析污损生物的分布与特征,得出污损生物群落的组成和结构对海域、季节、水深、工程结构类型等的依赖性,突出海水环境生物腐蚀污损的复杂性。然后,解析生物附着污损对海水环境腐蚀速率的影响,突出附着生物是导致金属材料腐蚀速率增大的重要因子。再次,介绍海水环境生物腐蚀污损防护技术的现状,分析主要防护技术的优缺点,并展示其在不同行业的联用。最后,提出对海水环境生物腐蚀污损研究工作的建议,包括建立各海域的生物腐蚀污损数据库、大力研制发展绿色生物腐蚀污损控制技术、加强对海洋生物腐蚀污损基础性研究工作的投入、尽快建立海洋生物腐蚀评价标准和规范等。     

高炉煤气洗涤水氰化物产生及控制对策探讨

通过分析高炉煤气洗涤水氰化物的产生机理,探讨了湘钢1#高炉煤气洗涤水氰化物超标的主要原因,结合高炉煤气洗涤水处理氰化物的治理现状,提出了相应的治理对策.     

烟气脱硫新技术探讨

本文主要讨论了几种新型脱硫技术的脱硫原理和工艺,并对各项技术的综合性能进行了评价。同时,还指出烟气脱硫工艺的国产化是经济、有效减轻SO_2污染的必然趋势。     

转轮式洗轮机对车轮带泥的冲洗效果

施工车辆车轮带泥是我国道路扬尘污染控制面临的共性和突出问题。为在国内推广使用洗轮机提供技术依据，通过检测工地出口外道路积尘负荷来估算转轮式洗轮机对车轮带泥的冲洗效率，并以该洗轮机作为车轮带泥检测设备，检测和统计北京市车轮带泥量。结果表明，（1）转轮式洗轮机可以将工地出口外100m道路积尘负荷增量由64．4g／m2降至5．9g／m2，转轮式洗轮机对车轮带泥的冲洗效率大于90％；（2）渣土车和混凝土车车轮带泥量的平均值分别为5．1和2．2kg／车；（3）北京市未来车轮带泥量将超过8．8万t／a，施工车辆全部经过转轮式洗轮机冲洗后，车轮带泥量可削减7．9万t／a。建议在相关法律法规中以强制性条款落实施工车辆车轮带泥机械化冲洗要求。     

表面活性剂对以污泥为铝源制得的纳米Al（OH）3性质的影响研究

以污泥碳(SC)中回收的铝酸钠为铝源,在制备Al(OH)3的过程中加入表面活性剂PEG-1000(比例在0.01%~0.6%变化),考察其对Al(OH)3表面形貌和结构的影响.研究发现,当加入PEG-1000比例较小时,其空间位阻作用抑制了粒子之间的键合作用,使得Al(OH)3的沉淀效率较高、粒子尺寸较小,也能有效地阻止颗粒的团聚,SBET可以达到340 m2·g-1以上.当PEG-1000加入比例较大时,Al3+的沉淀效率逐渐降低,所得Al(OH)3粒子的尺寸变大,Al(OH)3的SBET和孔体积逐渐变小,平均孔径变大;原因是增多的PEG-1000分子会被包进Al(OH)3的结构中,限制了PEG-1000的表面交联和吸附,使空间位阻效应变差.—CH2—振动峰的出现说明PEG-1000是通过形成化学键的方式连接在Al(OH)3的表面基团上.PEG-1000的使用对于以污泥为铝源制备分散性好、尺寸较小和SBET较大的非晶态Al(OH)3具有重要作用.     

Remediation of Persistent Organic Pollutants Using a Novel Two-Phase Soil Washing Biosorption Process

A two-phase soil washing biosorption process was developed for the remediation of p,p-DDT-contaminated soil. The process involved desorption of contaminants from soil using dilute primary alcohols (40% 1-propanol) followed by contaminant removal from cosolvent solutions using fungal biosorption. Bench scale remediation studies were preformed to simulate ex situ (recycling experiment) or in situ (soil column study) treatment strategies. Both systems were effective at cleaning the soil to below Australian regulatory p,p-DDT levels. After 50–80 hours of soil washing, over 93% of p,p-DDT was removed from the soil(990 mg kg^-1 to <65 mg kg^-1) using either of these methods.p,p-DDT was removed from the cosolvent phase by sorption onto the fungal biomass. This resulted in only low levels of p,p-DDT remaining in the cosolvent solution(<1.5 mg l^-1). The application of both treatment strategies resulted in the rapid clean up of p,p-DDT-contaminated soil and the potential to recycle cosolvent solutions. The ability to recycle cosolvent solutions provides a mechanism for cost reductions of the remediation strategy.     

ADVANCES IN THE BOUNDARY INTEGRAL EQUATION METHOD IN SUBSURFACE FLOW1

ABSTRACT: This paper explores some of the advances of the boundary element method, as applied to ground-water problems, during the last five years. Although the method is still somewhat limited compared to solution by finite elements, the range of solutions has increased considerably. Diffusion and advection-diffusion solutions are done efficiently. These include the incorporation of inhomogeneity, anisotropy, and nonlinear diffusion. The difficult problem of stream-aquifer interaction is an important application as it is much easier to follow a free surface with its multiple configurations. The application must be able to cycle between ground-water connection and disconnection with the stream and include seepage surfaces. Flow in fractured media is a natural application where the flow in fractures can usually be treated without a computational exception in spite of extremely high aspect ratios. The case of seawater intrusion forms a type of free surface problem and thus is a case for which the method has special advantages. For these and other applications the boundary element method provides an inexpensive technique for calculation where the data preparation and setup time is minimal. In most of these cases, programs can and have been written on microcomputers.     

Geostatistical analysis as applied to two environmental radiometric time series

This article details the results of an investigation into the application of geostatistical data analysis to two environmentalradiometric time series. The data series employed consist of ⁹⁹Tc values for seaweed (Fucus vesiculosus) and seawater samples taken as part of a marine monitoring program conducted on the coast of northern Norway by the Norwegian Radiation Protection Authority. Geostatistical methods were selected in order to provide information on values of the variables at unsampled times and to investigate the temporalcorrelation exhibited by the data sets. This information is ofuse in the optimisation of future sampling schemes and for providing information on the temporal behaviour of the variablesin question that may not be obtained during a cursory analysis.The results indicate a high degree of temporal correlation withinthe data sets, the correlation for the seawater and seaweed databeing modelled with an exponential and linear function,respectively. The semi-variogram for the seawater data indicatesa temporal range of correlation of approximately 395 days with noapparent random component to the overall variance structure and was described best by an exponential function. The temporal structure of the seaweed data was best modelled by a linear function with a small nugget component. Evidence of drift was present in both semi-variograms. Interpolation of the data setsusing the fitted models and a simple kriging procedure were compared, using a cross-validation procedure, with simple linearinterpolation. Results of this exercise indicate that, for theseawater data, the kriging procedure outperformed the simpleinterpolation with respect to error distribution andcorrelation of estimates with actual values. Using theunbounded linear model with the seaweed data produced estimatesthat were only marginally better than those produced by thesimple interpolation.     

深圳妈湾排海工程非设计条件下海水入侵与冲洗研究

本文从微观的角度，分析了排海工程扩散管内海水入侵与冲洗的临界水力特点，并通过理论分析和物理模型试验的相互验证，得出了上述临界水力条件的判别关系式，提出了判别方法，并由此得到了深圳妈湾排海工程防止海水入侵的临界排放流量和出现海水入侵后的最小冲洗流量，为排海工程在非设计条件下的运行管理提供了依据。     

染料中间体废水的逆流漂洗法处理

将逆流漂洗工艺应用于4－乙酰基－2－氨基苯甲醚生产上，可使生产过程中产生的硫酸浓度为2％的硝化废水，浓缩成浓度为30％－40％的浓废酸，可供化肥厂综合利用生产硫铵肥料，从而实现生产废水零排放。实验室和生产规模试验均表明，采用该工艺后，产品的平均得率提高4．1％，产品质量的所有指标达到且超过企业标准（Q／320221NCB02－91）。