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首页> 外文期刊>E3S Web of Conferences >Aspects influence leachate characteristics on leachate treatment plants in Temesi Landfill Gianyar Regency, Bali Province, Indonesia
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Aspects influence leachate characteristics on leachate treatment plants in Temesi Landfill Gianyar Regency, Bali Province, Indonesia

机译:方面对印度尼西亚巴厘岛省Temesi垃圾填埋场Gianyar摄政区的渗滤液处理厂的渗滤液特性产生影响

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This paper revealed aspects that influenced leachate characteristics in leachate treatment plants located in Temesi landfill. Four aspects observed refers to Law Number 3/2013 Ministry of Public Works: landfill operation; rainfalls; treatment plant designs; operation and maintenance. Data collected by observation and field survey to identify leachate characteristics. Leachates were collected by grab sampling from inlet through outlet of the treatment plants, to be laboratory analysed to meet the standards set by Ministry of Environmental and Forestry Number 59/2016 and compared to the standards. Leachate discharge calculated using Thornthwaite method to be compared to criteria designed. The result shown that leachate discharge is 0.45 L/sec exceeding the designed discharge 0.42 L/sec. Laboratory test result from leachate sampling shown that the BOD, COD and TSS value exceeding the regulation standard in range of > 2000 mg/L. Findings revealed that the depth of maturation ponds is 2.9 meters exceeded the designed criteria. It is found that the landfill operated with open dumping system and the treatment lagoons has never been regularly drained and recirculate. Those practices increase the leachate volume and degenerate the treatment functions. It can be concluded that the 4 aspects mentioned significantly influenced the leachate characteristics.
机译:本文揭示了影响特梅西垃圾填埋场渗滤液处理厂渗滤液特征的各个方面。观察到的四个方面涉及第3/2013号公共工程部法律:垃圾填埋场运营;下雨了;处理厂设计;操作和维护。通过观察和现场调查收集的数据来识别渗滤液特征。通过抓取采样从处理厂的入口到出口收集渗滤液,进行实验室分析,以符合环境和林业部第59/2016号制定的标准,并与标准进行比较。使用Thornthwaite方法计算的渗滤液排放量将与设计的标准进行比较。结果表明渗滤液排放量为0.45 L / sec,超过设计排放量0.42 L / sec。渗滤液采样的实验室测试结果表明,BOD,COD和TSS值在> 2000 mg / L的范围内超过了法规标准。研究发现,成熟池的深度超过了设计标准2.9米。结果发现,填埋场采用开放式倾倒系统和处理泻湖,从未进行过定期排水和再循环。这些做法增加了渗滤液量,并降低了处理功能。可以得出结论,上述四个方面对渗滤液的特性产生了显着影响。

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