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《环境工程学报》2016,(6)
厌氧-跌水充氧接触氧化-人工湿地组合工艺是一种新型的污水处理工艺,为优化该工艺在实际工程应用中的参数设计,通过分析研究其工艺流程及有机物降解机理,在借鉴和参考污水处理领域数学模型相关研究的基础上,构建了有机物降解数学模型。结果表明,有机物在不同条件下进行降解时,水温、DO浓度等各种影响因素互相干扰,降解机理复杂。基于人工神经网络的反向传播算法,以COD的初始浓度、DO、温度为输入层,以有机物降解速率常数为输出层,建立确定有机物降解速率常数的神经网络模型,并仿真多因素同时变化时降解速率常数的动力学趋势。验证结果表明,建立的有机物降解模型能够对该工艺的污水处理效果即出水水质进行较好的模拟预测。 相似文献
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曝气生物滤池技术研究与应用进展 总被引:23,自引:0,他引:23
曝气生物滤池是一种将生物氧化机理与深床过滤机理有机结合的新型污水生物处理技术.本文对曝气生物滤池的工艺原理、工艺特点、工艺形式进行了综合评述,对其在城市生活污水处理中去污效能、启动方式、反冲洗形式及理想填料的应用与最新研究进展进行了详细介绍,尤其对目前曝气生物滤池存在的优点与不足进行了针对性的分析.对曝气生物滤池的运行机理进行深入探讨,并进一步加强对曝气生物滤池与其他工艺组合的优化研究,将完善曝气生物滤池的工艺体系,拓宽其使用范围.因此,曝气生物滤池将在我国污水处理中具有广阔的应用前景. 相似文献
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我国城市污水处理厂的规模绝大多数在10万t/d以下(含10万t/d),由于10万t/d以下的城市污水处理的工艺繁多,且各有利弊,选择何种工艺对城市污水进行处理,是建设项目的业主、设计单位和主管政府部门较难解决但又必须解决的问题.本文从城市污水处理厂的处理工艺入手,根据国家的城市污水处理及污染防治技术政策,对10万t/d以下城市污水处理工艺进行排序和优选,并给出城市污水处理厂建设及运营的主要技术经济指标,供城市污水处理厂建设的相关方参考. 相似文献
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介绍了内蒙古某抗生素废水处理厂的处理工艺流程、处理单元类型及其详细设计参数,通过对该污水处理厂半年内运行效果的调研,分析评价该污水处理系统的处理效果及出水指标;该水厂工艺流程对COD、TOC、氨氮、总氮、总磷、BOD和急性毒性的平均去除率分别为96.52%、95.83%、50.24%、55.20%、62.05%、98.52%和99.14%,COD、氨氮、总氮、总磷出水水质分别为477、438、556.7和7.69 mg/L,达到排放到城区下水道要求,园区内所有废水汇集到园区污水处理厂进行集中深度处理达标后排放水体。通过对该水厂工艺的介绍和水质分析,为我国抗生素生产企业面临的废水处理工艺类型选择及工程改造升级提供一定参考。 相似文献
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随着城市化和现代化进程的推进,污水回用处理技术问题困扰着城市的可持续发展,并影响着水资源的再生回用和可持续发展。文中以循环经济思想理念为基础,叙述了中国水环境的现状、国内外污水资源的研究进展、循环经济的含义以及在循环经济观念下的污水处理新思路,探求了城市污水处理的重要性,以变废水负价值的被动处理,转变为盈价值的资源化与经济化利用,形成新的经济增长点,实现环境效益、经济效益和社会效益的高度统一,真正实现可持续发展。 相似文献
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曝气生物滤池技术研究与应用进展 总被引:10,自引:0,他引:10
曝气生物滤池是一种将生物氧化机理与深床过滤机理有机结合的新型污水生物处理技术。本文对曝气生物滤池的工艺原理、工艺特点、工艺形式进行了综合评述,对其在城市生活污水处理中去污效能、启动方式、反冲洗形式及理想填料的应用与最新研究进展进行了详细介绍,尤其对目前曝气生物滤池存在的优点与不足进行了针对性的分析。对曝气生物滤池的运行机理进行深入探讨,并进一步加强对曝气生物滤池与其他工艺组合的优化研究,将完善曝气生物滤池的工艺体系,拓宽其使用范围。因此,曝气生物滤池将在我国污水处理中具有广阔的应用前景。 相似文献
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漂浮植物塘协同处理农村分散生活污水研究 总被引:3,自引:1,他引:2
通过实验考察了漂浮植物塘对经模拟化粪池简易处理的农村分散生活污水的深度净化效果,结果表明:水葫芦、大薸、聚草塘对上述污水均具有良好的净化效果,水葫芦塘对TP的去除效果最好,大薸塘对TN和NH+4-N的去除效果最好。当水力停留时间为20 d时,3种漂浮植物塘的出水污染物含量可低于GB/T 18921-2002观赏性景观环境用水河道类标准。在南方农村宅沟园河内种植漂浮植物是构建农村实用生活污水收集处理系统、控制农村生活污水对河道污染的一种有效措施。 相似文献
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The quality of water in many urban rivers in Latin America is increasingly degrading due to wastewater and runoff discharges from urban sprawl. Due to deficits in sanitary drainage systems, greywater is discharged to the stormwater drainage network generating a continuous dry-weather runoff that reaches rivers without treatment. One of the main challenges in the region is to achieve sustainable management of urban runoff for the recovery of rivers ecosystem integrity. However, retrofitting conventional centralized wastewater drainage networks into the existing urban grid represents important social, economic and technical challenges. This paper presents an alternative adaptive methodology for the design of Nature-based Solutions for decentralized urban runoff treatment. Through this study, technical solutions commonly used for stormwater management were adapted for dry-weather runoff treatment and co-designed for the particular conditions of a representative study area, considering space availability as the main constraining factor for retrofitting in urban areas. The application of a co-design process in a dense neighbourhood of the Great Metropolitan area of Costa Rica brought to light valuable insights about conditions that could be hindering the implementation of NBS infrastructures in Latin America. 相似文献
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酒店废水混凝过滤处理工艺 总被引:1,自引:0,他引:1
在实验的基础上 ,提出了酒店废水的物理化学治理工艺。某酒店废水经破乳、混凝和过滤处理后 ,完全达到了广州市规定的排放标准。本工艺与生化法相比的最大特点是 :占地面积小 ,耗电量小 ,减少了噪音污染 ,尤其适合市区内采用。 相似文献
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The lack of proper wastewater treatment results in production of CO(2) and CH(4) without the opportunity for carbon sequestration and energy recovery, with deleterious effects for global warming. Without extending wastewater treatment to all urban areas worldwide, CO(2) and CH(4) emissions associated with wastewater discharges could reach the equivalent of 1.91 x 10(5) t(CO2)d(-1) in 2025, with even more dramatic impact in the short-term. The carbon sequestration benefits of wastewater treatment have enormous potential, which adds an energy conservation incentive to upgrading existing facilities to complete wastewater treatment. The potential greenhouse gases discharges which can be converted to a net equivalent CO(2) credit can be as large as 1.91 x 10(5) t(CO2)d(-1) in 2025 by 2025. Biomass sequestration and biogas conversion energy recovery are the two main strategies for carbon sequestration and emission offset, respectively. The greatest potential for improvement is outside Europe and North America, which have largely completed treatment plant construction. Europe and North America can partially offset their CO(2) emissions and receive benefits through the carbon emission trading system, as established by the Kyoto protocol, by extending existing technologies or subsidizing wastewater treatment plant construction in urban areas lacking treatment. This strategy can help mitigate global warming, in addition to providing a sustainable solution for extending the health, environmental, and humanitarian benefits of proper sanitation. 相似文献
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依据可持续发展理念,提出雨水、污水和中水在城市绿地系统中的应用,并对国内外雨水、污水和中水在城市绿地系统中的应用方法及相关实例进行了综述。 相似文献
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近年来,随着中国畜禽养殖业的快速发展,落后的养殖模式和污染防治设施,使畜禽养殖污染日趋严重,畜禽养殖污染已居农业污染源之首,已成为中国环境污染的重要因素,对环境质量乃至人体健康都会产生不良影响。文中采用UASB—SBR组合工艺处理畜禽养殖废水,通过试验探讨SBR反应器启动方法及最佳运行模式,同时研究UASB反应器的启动方法。结果表明,SBR运行的最佳模式为进水0.5 h、反应8 h、沉淀1 h、出水0.5 h、闲置14 h。经过一段时间的启动,UASB和SBR反应器均成功启动,UASB—SBR组合工艺在处理畜禽养殖废水时可获得稳定的处理效果,COD、氨氮、总磷等出水水质均达到《畜禽养殖业污染物排放标准》(GB18596-2001)要求,为畜禽养殖废水处理的工程化应用提供了参考依据。 相似文献
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日本琵琶湖流域的生活污水治理对策 总被引:3,自引:0,他引:3
介绍了日本滋贺县为了保护琵琶湖水环境而实施的生活污水综合治理对策。其基本思路是:将市区和人口稠密地区划为下水道整备规划区,积极实施下水道建设工程,推行污水处理;在下水道整备区外推广使用合并净化槽和地域粪便处理设施;在有条件的农村村落建设农村下水道;鼓励和资助各种处理设施实行除氮除磷的高级处理方式,以防止琵琶湖富营养化;积极实施多种多样的生活杂排水对策。 相似文献
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Karmen Ribic Rep Boris Kompare Milenko Ros Stojan Kravanja 《Water environment research》2008,80(7):581-595
This paper presents the cost optimization of an urban drainage and wastewater treatment system. The mixed sewer urban drainage (including combined sewer overflows and retention basins), the activated sludge wastewater treatment plant (WWTP), and the permissible loading of the receiving water were optimized simultaneously by the nonlinear programming approach. For this purpose, the integrated optimization model OPTIMALWWT was developed. The economic objective function of the defined investment and operational costs is subjected to rigorous design and ecological constraints. A practical example of the cost optimization of an existing urban drainage and WWTP, located in Slovenia, is presented to demonstrate the efficiency of the proposed method. For each of the two different design approaches, three different optimization cases were carried out for three different technological alternatives. As a result, the optimal technological process was finally selected for the reconstruction of the system, as a result of its suitable costs and operational safety. 相似文献