共查询到20条相似文献,搜索用时 140 毫秒
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张志敏 《中国环境管理干部学院学报》2012,(5):39-41
将某电镀废水原水按水质分类,分别进行沉淀、氧化等预处理,然后综合进行中和、生物接触氧化、沉淀等工艺,出水水质指标达到地方污水排放标准,对部分出水进行砂滤、活性炭吸附、膜过滤处理等深度处理后达到回用要求。结果表明,该方法对中小企业处理含氰及多种重金属的电镀废水是经济、可行的。 相似文献
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石化企业污水深度处理与回用研究 总被引:4,自引:1,他引:3
以典型石化企业大庆石化公司为例,讨论了污水深度处理回用工程的合理性、必要性及可行性,并以化肥、热电两厂排水和兴化生活污水为回用原水进行了污水深度处理和回用的中型试验。试验工艺选用生物接触氧化、絮凝沉淀、过滤、消毒杀菌工艺。通过试验,确定了混凝剂、助凝剂及杀菌剂的类型、浓度及过滤压力等参数。结果表明:深度处理工艺对源污水中COD、BOD、总磷、氨氮、悬浮物、浊度、OIL、总铁等均有很好的去除效果。用作循环冷却水补水时,经过静态阻垢和旋转挂片试验及动态模拟试验,腐蚀速度达到中石化好级水平,粘附速度和污垢热阻达到中石化允许级水平。 相似文献
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膜法脱盐技术在钢铁企业污水回用中的应用分析 总被引:1,自引:0,他引:1
钢铁企业综合污水处理厂的出水脱盐处理回用具有重要意义,本文对国内一些钢铁企业采用的膜法脱盐技术的优缺点进行了分析,并提出了改进方案。 相似文献
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Contribution of Wastewater Treatment Plant Effluents to Nutrient Dynamics in Aquatic Systems: A Review 总被引:1,自引:0,他引:1
Excessive nutrient loading (considering nitrogen and phosphorus) is a major ongoing threat to water quality and here we review
the impact of nutrient discharges from wastewater treatment plants (WWTPs) to United States (U.S.) freshwater systems. While
urban and agricultural land uses are significant nonpoint nutrient contributors, effluent from point sources such as WWTPs
can overwhelm receiving waters, effectively dominating hydrological characteristics and regulating instream nutrient processes.
Population growth, increased wastewater volumes, and sustainability of critical water resources have all been key factors
influencing the extent of wastewater treatment. Reducing nutrient concentrations in wastewater is an important aspect of water
quality management because excessive nutrient concentrations often prevent water bodies from meeting designated uses. WWTPs
employ numerous physical, chemical, and biological methods to improve effluent water quality but nutrient removal requires
advanced treatment and infrastructure that may be economically prohibitive. Therefore, effluent nutrient concentrations vary
depending on the particular processes used to treat influent wastewater. Increasingly stringent regulations regarding nutrient
concentrations in discharged effluent, along with greater freshwater demand in populous areas, have led to the development
of extensive water recycling programs within many U.S. regions. Reuse programs provide an opportunity to reduce or eliminate
direct nutrient discharges to receiving waters while allowing for the beneficial use of reclaimed water. However, nutrients
in reclaimed water can still be a concern for reuse applications, such as agricultural and landscape irrigation. 相似文献
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Gkhan Ekrem Üstün Seval Kutlu Akal Solmaz Akn Birgül 《Resources, Conservation and Recycling》2007,52(2):425-440
Regeneration studies of wastewater effluent from an organized industrial district (OID) for possible reuse in textile industry as process water was investigated. Advanced treatment methods including Fenton process, polyaluminium chloride (PAC) coagulation and ion exchange were applied on OID effluent. In Fenton process removal efficiencies for suspended solids (SS), chemical oxygen demand (COD), SAC436 (spectral absorption coefficient), SAC525 and SAC620 were determined 61%, 36%, 35%, 49% and 67%, respectively. After Fenton process, wastewater samples were coagulated with PAC. Optimum removal efficiencies for SS, COD, Fe ion, SAC436, SAC525 and SAC620 were determined 83%, 18%, 93%, 32%, 36% and 58%, respectively. Ion exchange experiments were conducted on chemically coagulated wastewater samples to improve the quality of wastewater. Optimum dosage of resins was determined. The experiments revealed that 1:1 resin ratio (20 mL H-type resin:20 mL OH-type resin) gave the best removal rates for the parameters considered in this study. Study results indicated that quality of the wastewater was suitable for the process water characteristics of textile industry and unit wastewater treatment cost was determined as 2.54 €/m3. 相似文献
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油田污水处理水质影响因素与改善措施 总被引:1,自引:1,他引:0
随着油田开发阶段的延长,污水处理系统能力出现不足,排污系统和日常排污以及收油是影响油田污水处理水质的重要因素。针对这些因素提出利用人工湿地对洗井、修井污水进行处理,减轻水处理站压力,通过合理加药提高除油罐除油效率,从含油污水进口进行杀菌,防止对管线设备的腐蚀,防止细菌菌体堵塞过滤器,过滤后根据细菌监测结果再次进行杀菌,保证出水合格等改善措施。 相似文献
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Wynn R. Walker Gaylord V. Skogerboe 《Journal of the American Water Resources Association》1973,9(5):861-873
ABSTRACT: Optimal policies for supplying rapidly expanding urban centers with additional water supplies are shown to be dependent on water quality goals for the urban effluent. As effluents are required to meet increasingly stringent standards, the unit costs associated with adding capacity to existing wastewater treatment systems to renovate some waters for reuse are shown to substantially decrease. A nonlinear elimination algorithm is developed to delineate optimal policies. A model employing the technique was applied to the wastewater treatment system of a typical urban system and the water quality objectives varied. A comparison of costs with and without various levels of reuse were made and unit costs of reused water under these conditions determined. 相似文献
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Kurt Paulsen Jeffrey Featherstone Sean Greene 《Journal of the American Water Resources Association》2007,43(6):1570-1582
Abstract: Water resources are under increasing pressure to meet potable supply needs while sustaining aquatic ecosystems and fisheries. Growing populations and enforcement of the Total Maximum Daily Load provisions of the Clean Water Act present public water and wastewater utilities with costly options to meet potable water demands and reduce pollutant discharges into receiving waters. This paper documents that New York City’s comprehensive water conservation program – designed to extend the city’s safe yield of potable water—has also resulted in reduced nitrogen discharges from the city’s water pollution control plants during a period of population increases. This paper demonstrates and quantifies the effects that wastewater inflow volume reductions have on increased nitrogen removal, controlling for plant process changes. Conservation programs have saved the city billions of dollars in delayed or avoided capital improvements to both water and wastewater treatment plants, and have enabled the city to meet interim effluent discharge standards. 相似文献
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调查分析了当前应用于中小型锅炉湿法除尘废水循环回用治理的技术,根据除尘废水循环回用后的水质和工艺特点,提出将除尘循环水净化同燃煤烟气脱硫除尘联合进行以及利用工业碱水,炉渣处理除尘废水的技术和工艺 相似文献
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The performance of constructed wetlands treating primary, secondary and dairy soiled water in Ireland (a review) 总被引:1,自引:0,他引:1
In Ireland, no database detailing the design, influent loading rates or performance of constructed wetlands (CWs) exists. On account of this, they are designed without any protocol based on empirical data. The aim of this paper was to provide the first published data on the performance of free-water surface flow (FWSF) CWs treating primary and secondary-treated municipal wastewater, and agricultural dairy soiled water (DSW) in Ireland. In total, the performance of thirty-four FWSF CWs, comprising fourteen CWs treating primary-treated municipal wastewater, thirteen CWs treating secondary-treated municipal wastewater, and seven CWs treating DSW, were examined. In most CWs, good organic, suspended solids (SS) and nutrient removal was measured. At an average organic loading rate (OLR) of 10 and 9 g biochemical oxygen demand (BOD) m(-2) d(-1), CWs treating primary and secondary wastewater removed 95 and 84% of influent BOD. Constructed wetlands treating DSW had an average BOD removal of 98%. At average SS loading rates of 6 and 14 g m(-2) d(-1), CWs treating primary and secondary wastewater had a 96 and an 82% reduction, and produced a final effluent with a concentration of 14 and 13 mg L(-1). Constructed wetlands treating DSW produced a final effluent of 34 mg L(-1) (94% reduction). Similar to other studies, all CWs examined had variable performance in ammonium-N (NH(4)(+)-N) removal, with average removals varying between 37% (for CWs treating secondary wastewater) and 88% (for CWs treating DSW). Variable ortho-phosphorus (PO(4)(3-)-P) removal was attributable to different durations of operation, media types and loading rates. 相似文献