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上杭县垃圾填埋场日处理污水140m3,在运营过程中遇到污水COD难分解及总氮无法稳定达标排放的问题,在各类外部影响因子均处于正常的情况下,通过投加生物酶制剂提高微生物新陈代谢,促进大分子有机物的分解,可进一步去除污水中总氮含量,同时降低碳源使用量. 相似文献
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“潜能利用”的污水处理方法──厌氧处理赵亚乾(华南建设学院西院环境工程系,广州510405)利用微生物的生命活动过程把污水中的有机物转化为简单的无机物的污水处理方法称为污水生物处理。它是当今世界上处理工业有机污水和城市生活污水的主要途径。根据微生物对... 相似文献
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多项膜生物反应器在含盐废水处理中的应用 总被引:1,自引:1,他引:0
文章介绍了哈尔滨石化公司应用多项膜生物反应器处理炼化企业含盐废水。影响膜生物反应器的主要运行参数有电导率、溶解氧、COD,电导率适宜范围是3000~5000μS/cm,大于6000μS/cm微生物受到抑制,低于2000μS/cm时,去除率显著下降;一级好氧单元溶解氧适宜范围4.2~7.0mg/L或2.0~3.0mg/L,分别是好氧微生物和兼性微生物占据优势;当进水COD低于500mg/L,出水可稳定达到GB8978-1996《污水综合排放标准》二级标准(COD≤120mg/L)。 相似文献
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大庆炼化公司从单一化工污水深度处理及回收利用发展为炼油、化工、生活污水统一处理和回用于循环水,既充分利用了现有污水处理场的处理余量,同时由于生活污水中含有比例适当的微生物需要的营养物质,对炼油和化工污水起到补充和稀释作用。这种处理方法既降低了工业污水对污水处理场的冲击,又起到了稳定水质的作用。 相似文献
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水卫生安全问题愈演愈烈,如何有效去除生活污水中的病原菌显得至关重要。文章分析了人工湿地去除病原菌的相关途径,包括自然灭活、基质吸附过滤、微生物吞噬及植物根部分泌的杀菌剂等过程;重点讨论了影响人工湿地去除病原菌的主要因素气候季节、植物和填料种类,pH,溶解氧及水力停留时间,并对人工湿地去除病原菌的研究前景进行了展望。 相似文献
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随着海外河油田聚合物驱采油技术大面积应用,含聚合物(聚丙烯酰胺)污水大量产出。针对含聚污水黏度大、含油多、乳化稳定,采用传统的污水处理方法及设施难以达到油田注水水质标准的问题,在对海外河油田含聚污水水质分析和微生物处理可行性分析的基础上,进行了微生物处理实验,实验表明:经生化处理的污水满足SY/T 5329-2012《碎屑岩油藏注水水质指标及分析方法》。 相似文献
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混凝法处理混合化工废水的试验研究 总被引:4,自引:1,他引:4
丁苯胶乳废水、SMA废水、苯丙基料废水和苯丙乳胶漆废水的浓度较高,毒性较大,可生化性低。采用混凝法进行预处理可去除其中大量有机物,从而极大降低废水的有机物浓度,并可提高废水的可生化性。本文重点讨论了不同参数条件对废水处理效果的影响,得出了最佳工艺路线。 相似文献
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介绍了"五水分流"清洁生产技术、铬液灰液循环利用技术、制革高氨氮废水稳定达标排放技术、MicrowaterTM环境治理微生物技术体系、四相废水深度达标治理专利技术、膜处理回用技术、含铬污泥资源化利用技术等制革行业污染治理集成技术的概况;通过分析应用实例,指出该技术体系在达标治理的前提下,通过清洁生产、高效处理、中水回用、铬泥资源化利用等手段,可有效降低污染治理成本,应用前景广阔。 相似文献
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E.W. Christen W.C. Quayle M.A. Marcoux M. Arienzo N.S. Jayawardane 《Journal of environmental management》2010,91(8):1665-1673
This study outlines a new approach to the treatment of winery wastewater by application to a land FILTER (Filtration and Irrigated cropping for Land Treatment and Effluent Reuse) system. The land FILTER system was tested at a medium size rural winery crushing ~20,000 tonnes of grapes. The approach consisted of a preliminary treatment through a coarse screening and settling in treatment ponds, followed by application to the land FILTER planted to pasture. The land FILTER system efficiently dealt with variable volumes and nutrient loads in the wastewater. It was operated to minimize pollutant loads in the treated water (subsurface drainage) and provide adequate leaching to manage salt in the soil profile. The land FILTER system was effective in neutralizing the pH of the wastewater and removing nutrient pollutants to meet EPA discharge limits. However, suspended solids (SS) and biological oxygen demand (BOD) levels in the subsurface drainage waters slightly exceeded EPA limits for discharge. The high organic content in the wastewater initially caused some soil blockage and impeded drainage in the land FILTER site. This was addressed by reducing the hydraulic loading rate to allow increased soil drying between wastewater irrigations. The analysis of soil characteristics after the application of wastewater found that there was some potassium accumulation in the profile but sodium and nutrients decreased after wastewater application. Thus, the wastewater application and provision of subsurface drainage ensured adequate leaching, and so was adequate to avoid the risk of soil salinisation. 相似文献
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制革废水含有高浓度有机物和大量有毒有害物质,单一的物化或生化处理技术都难以实现达标排放。本文着重介绍了制革的生产工艺、废水组成与清洁生产措施,并总结了其废水治理技术的现状与国内成功应用的实例。 相似文献
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He J Dougherty M Shaw J Fulton J Arriaga F 《Journal of environmental management》2011,92(10):2479-2485
Rural areas represent approximately 95% of the 14000 km(2) Alabama Black Belt, an area of widespread Vertisols dominated by clayey, smectitic, shrink-swell soils. These soils are unsuitable for conventional onsite wastewater treatment systems (OWTS) which are nevertheless widely used in this region. In order to provide an alternative wastewater dosing system, an experimental field moisture controlled subsurface drip irrigation (SDI) system was designed and installed as a field trial. The experimental system that integrates a seasonal cropping system was evaluated for two years on a 500-m(2) Houston clay site in west central Alabama from August 2006 to June 2008. The SDI system was designed to start hydraulic dosing only when field moisture was below field capacity. Hydraulic dosing rates fluctuated as expected with higher dosing rates during warm seasons with near zero or zero dosing rates during cold seasons. Lower hydraulic dosing in winter creates the need for at least a two-month waste storage structure which is an insurmountable challenge for rural homeowners. An estimated 30% of dosed water percolated below 45-cm depth during the first summer which included a 30-year historic drought. This massive volume of percolation was presumably the result of preferential flow stimulated by dry weather clay soil cracking. Although water percolation is necessary for OWTS, this massive water percolation loss indicated that this experimental system is not able to effective control soil moisture within its monitoring zone as designed. Overall findings of this study indicated that soil moisture controlled SDI wastewater dosing is not suitable as a standalone system in these Vertisols. However, the experimental soil moisture control system functioned as designed, demonstrating that soil moisture controlled SDI wastewater dosing may find application as a supplement to other wastewater disposal methods that can function during cold seasons. 相似文献
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