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1.
长江感潮河段水流与污染排放引起的浓度场复杂多变,基于EFDC(Environmental Fluid Dynamic Code)模型,采用正交曲线网格拟合自然河道边界,建立了长江常州段的水动力和水质模型。采用现场同步实测资料,与计算结果比对,证明该模型在水动力和水质两个方面都与实测数据吻合较好,满足了实际工程的需要;同时由于长江水流运动较快,一阶降解动力学已经满足了化学需氧量(COD)、氨氮(NH3-N)和总磷(TP)浓度计算要求,可以不考虑它们复杂的生化反应过程。 相似文献
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The removal of heavy metals from aqueous effluents so as to avoid their toxic, bioaccumulation and biomagnification effects to humans and environment is usually realized by means of physical, chemical treatment, and biological processes. The aim of this study is to evaluate the potential of rapeseed waste from biodiesel production as a biosorbent for Zn(II) ions.The ability of the rapeseed waste for Zn(II) biosorption exhibited a maximum at pH 4.5–5. The removal efficiency of Zn(II) from solution with an initial concentration of 72 mg L−1 varied from 39% to 89% for an increase of the rapeseed waste dose from 2 to 30 g L−1. The amount of Zn(II) retained on the tested rapeseed increased with increasing metal ion concentration, but the Zn(II) sorption percentage decreased. The equilibrium data are fitted to the Langmuir isotherm better than to the Freundlich isotherm. The kinetics of Zn(II) biosorption process follows a pseudo-second order model. The thermal stability of the rapeseed before and after Zn(II) biosorption was studied by thermogravimetric analysis. It was found that the zinc loaded rapeseed exhibits a better initial thermal stability than the original rapeseed, presumably due to the cross linking generated by the intermolecular complexation of Zn(II) ions. In both cases, the thermal decomposition takes place according to some reassembling kinetic models, in two phases with order n reactions. The results of this study strongly suggest the possibility to use rapeseed as an effective biosorbent for Zn(II) ions removal from aqueous effluents (municipal/industrial wastewaters). 相似文献
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城市污水再生处理工艺中发光细菌毒性变化的初步研究 总被引:7,自引:0,他引:7
保障再生水的生态安全是污水再生利用过程中非常关键的问题.本文采用发光细菌毒性测试方法测定了2个城市污水再生利用示范工程工艺流程中生物毒性的变化,尤其是可能生成有毒副产物的氯消毒过程中的毒性变化.结果表明,二级生物处理能显著降低污水的发光细菌毒性,但氯消毒显著提高了污水的毒性,并且脱氯后污水的毒性仍保持较高的水平,对生态安全造成了潜在威胁.同时,通过比较2种污水水质发现,DOC(溶解性有机碳含量)和UV254(254 nm处的紫外吸收值)较高的水样,消毒后的毒性较大,认为DOC和UV254可望作为预测污水消毒生态风险的水质指标,为污水消毒实践中确定安全合理的污水水质条件提供一定的依据. 相似文献
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以跨界流域黑龙江和乌苏里江为研究对象,通过合理的流域断面设置,对流域废水中的污染物及农药残留进行分析测定,通过监测结果为以后的污染防治提供依据。 相似文献
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针对2-萘酚生产废水p H值低、色泽深,亚硫酸盐和萘磺酸盐高、COD浓度高的特点,采用酸化脱硫-两级络合萃取-氧化絮凝工艺处理,介绍了专利工艺的流程设计,给出了主要工艺设计参数及投资运行成本。工程运行结果表明,该工艺设计合理、技术成熟、处理效果稳定,2-萘酚生产废水经处理后达到GB 8978—1996《污水综合排放标准》一级排放标准要求;回收的萘磺酸钠固体可返回2-萘酚生产系统套用;反萃取黑液经蒸发浓缩,合成的减水剂产品各项指标达到或超过GB 8076—2008《混凝土外加剂》高效减水剂指标要求。 相似文献
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Bioaerosols from wastewater treatment processes are a significant subgroup of atmospheric aerosols. In the present study,airborne microorganisms generated from a wastewater treatment station(WWTS) that uses an oxidation ditch process were diminished by ventilation.Conventional sampling and detection methods combined with cloning/sequencing techniques were applied to determine the groups,concentrations,size distributions,and species diversity of airborne microorganisms before and after ventilation. There were 3021 ± 537 CFU/m3 of airborne bacteria and 926 ± 132 CFU/m3 of airborne fungi present in the WWTS bioaerosol.Results showed that the ventilation reduced airborne microorganisms significantly compared to the air in the WWTS. Over 60% of airborne bacteria and airborne fungi could be reduced after4 hr of air exchange. The highest removal(92.1% for airborne bacteria and 89.1% for fungi) was achieved for 0.65–1.1 μm sized particles. The bioaerosol particles over 4.7 μm were also reduced effectively. Large particles tended to be lost by gravitational settling and small particles were generally carried away,which led to the relatively easy reduction of bioaerosol particles0.65–1.1 μm and over 4.7 μm in size. An obvious variation occurred in the structure of the bacterial communities when ventilation was applied to control the airborne microorganisms in enclosed spaces. 相似文献
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U. Pinto 《中国人口.资源与环境(英文版)》2015,13(3):250-264
The demand for potable water is rising rapidly due to an ever-increasing population, economic activities, and dwindling water supplies. To provide adequate water supplies in the future, understanding the issues and challenges in the reuse of water and developing appropriate strategies for reuse will be critical. One way to augment water supplies for residential use is to reuse graywater – the wastewater from kitchens, bathrooms, and laundries. In this article, we critically review the evolution of water reuse, the definition of graywater, graywater reuse practices, volumes and flow in different situations, and graywater characteristics. We then examine the issues associated with different graywater treatment methods and how using graywater for irrigation around homes affects soil quality and plant growth. The study concludes that graywater treatment costs, human health risks, and its effect on soil quality are some of the challenges that need to be addressed in the future for widespread and sustainable reuse of graywater for irrigation around homes. 相似文献
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