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Study on Leachate Treatment of Chengdu Landfill Site

机译:成都垃圾填埋场渗滤液处理研究

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摘要

Chengdu Chang' an Landfill Site is a unique large landfill site for disposing municipal solid waste of Chengdu, the capital of Sichuan Province, China. The landfill site was constructed in complying with the national standard related to sanitary landfill of refuse. It receives 2400 tons of refuse generated from the urban area of the city every day. Phase I of the project covers an area of 836 mu (1 mu = 1/15 hectare) and has a volume of 11.35 million m~3. Since it put into operation in 1993, now only has a remaining volume for some 2 years. Thus the Chengdu Municipal Government approved to implement the Phase Two of the project to expand the volume of 25 million m~3. Phase II Project will put into operation in 2001 according to a plan. To treat leachate of landfill site is one of the important environmental problems in the process of landfill disposal. As municipal solid wastes contain higher organic matters (30% of the total in average, >50% at maximum) and higher water content, high concentration of organic wastewa-ter, i.e. leachate, will generate in the process of fermentation as well as leaching caused by rainfall or run-off. The leachate contains not only organic substances with dark color but also pathogenic bacteria and heavy metals (partially mixing with hazardous industrial wastes) . Such leachate will cause severe water pollution, harm human health and impact negatively on the environment, and damage agriculture production if it discharges directly to surface water bodies or groundwater body. The existing Project Phase I has a wastewater treatment station with a daily treatment capacity of 500 m~3. But it operates abnormally due to the variation of wastewater quantity and quality in comparison with initiate stage. The practical operation shows that the influent from the station greatly exceeds the related standard, and causes the pollution both in surface water and groundwater and affects health of the people living nearby. In order to solve the problem of leachate that affects the residents nearby, Chengdu Environmental Protection Bureau (CEPB) and Chengdu Research Institute of Environmental Protection (CRIEP) conducted a specific bench-scale test on leachate treatment based on the instruction given by Chengdu Municipal Government. On the basis of monitoring data on existing quality of leachate and some reference concerning treatment technology of leachate both home and abroad, and combining the concrete conditions of the city, biological process combined with physical and chemical processes was adopted. The proposed treatment is of a long technological process that consists of several modules, among which biological process is the main one. The study was conducted in a laboratory from March through July 1999. Based on the results gained from the bench-scale test, a pilot test was carried out at Chang'an Landfill site from August till December 1999. The results show that aerobic plus physico-chemical process is suitable for treating the leachate of the landfill site. Effluent from such treatment process can meet the requirements specified by Class B of the leachate discharge standard, Control Standard of Refuse Landfill Contamination, GB16889-1997, During January to September 2000, a further study was conducted to tackle the problem existing in pilot-scale test, acquiring some optimized parameters of technology. The scheme has an advantage of multi-module combination. That is, through different combination of modules, the treatment process can meet the requirements of different leachate and different discharge standard.
机译:成都长安垃圾填埋场是一个独特的大型垃圾填埋场,用于处理中国四川省省会成都市的城市生活垃圾。垃圾填埋场是按照与垃圾卫生填埋场有关的国家标准建造的。每天接收城市市区产生的2400吨垃圾。项目一期占地面积836亩(1亩= 1/15公顷),总面积1135万立方米〜3。自从1993年投入运营以来,现在仅剩下大约2年的时间。因此,成都市政府批准实施该项目的第二阶段,以扩大2500万立方米3的容积。二期工程将按计划于2001年投产。垃圾填埋场渗滤液的处理是垃圾处理过程中的重要环境问题之一。由于城市固体废物中有机物含量较高(平均占总量的30%,最大含量> 50%),且含水量较高,因此在发酵和浸出过程中会产生高浓度的有机废水,即渗滤液。由降雨或径流引起。渗滤液不仅包含深色有机物质,还包含病原细菌和重金属(与危险的工业废物部分混合)。这种渗滤液直接排放到地表水体或地下水体中,会造成严重的水污染,危害人体健康,并对环境造成负面影响,并损害农业生产。现有的项目一期有一个废水处理站,其日处理能力为500 m〜3。但由于废水数量和质量的变化,与启动阶段相比,其运行异常。实际操作表明,该站的进水大大超过了相关标准,对地表水和地下水均造成污染,影响了附近居民的健康。为了解决渗滤液影响到附近居民的问题,成都市环境保护局(CEPB)和成都市环境保护研究院(CRIEP)根据成都市政府的指示,对渗滤液的处理进行了专门的基准测试。 。在对现有渗滤液质量进行监测的数据基础上,结合国内外渗滤液处理技术的一些参考,结合城市的具体情况,采用生物过程与物理化学过程相结合的方法。所提出的处理是一个长技术过程,包括几个模块,其中生物过程是主要模块。该研究于1999年3月至1999年7月在实验室中进行。基于实验室规模试验的结果,于1999年8月至1999年12月在长安垃圾填埋场进行了中试。化学过程适合处理垃圾填埋场的渗滤液。此类处理过程产生的废水可满足渗滤液排放标准B类,垃圾填埋场污染控制标准GB16889-1997中规定的要求,在2000年1月至2000年9月期间,进行了进一步研究以解决试点规模中存在的问题测试,获取一些优化的技术参数。该方案具有多模块组合的优点。也就是说,通过模块的不同组合,处理过程可以满足不同渗滤液和不同排放标准的要求。

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