利用水茉莉(Echinodorus palaefolius)构建湿地减少垃圾渗滤液的总悬浮物、化学需氧量和总氮

Thineza Ardea Pramesti, M. Mirwan
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引用次数: 0

摘要

渗滤液是废物渗出的水,它携带着分解废物材料丹废物腐烂过程中的溶解物和悬浮物。渗滤液中的参数包括温度、总悬浮物、pH 值、溶解氧、总氨、硝酸盐、铁、硫酸盐、化学需氧量和生化需氧量。渗滤液处理方法之一是建造湿地。使用建造湿地法进行处理是一种利用植物、土壤和微生物进行废水处理的湿地处理系统。这项研究利用水茉莉植物,采用地下连续流系统。在这项研究中,排放和取样时间各不相同。这项研究是在实验室范围内进行的,测试了总悬浮物、化学需氧量和总氮参数浓度的下降情况。取样时间分别为第 6 天、第 8 天、第 10 天、第 12 天和第 14 天。在这项研究中,总悬浮固体(TSS)在 5 升/天的排放量和第 14 天的取样时间达到了 96.3%的最大值。在第 14 天,每天排放 5 升水时,化学需氧量的降幅最大,达到 94.4%。第 14 天每天排放 5 升时,总氮的降幅为 89.64%。对 14 天的 pH 值和温度进行了观察,得出平均 pH 值为 7.9,平均温度为 26.77℃。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Penurunan TSS, COD, dan Total Nitrogen Air Lindi dengan Constructed Wetland Menggunakan Melati Air (Echinodorus palaefolius)
Leachate is water that comes from waste seepage which carries dissolved and suspended contents from the decomposition waste material dan waste decay. The parameters contained in leachate include temperature, TSS, pH, Dissolved Oxygen, total ammonia, nitrate, iron, sulfate, COD, and BOD. One of the leachate treatments is constructed wetlands. Processing using the constructed wetlands method is a wetland processing system engineered for wastewater treatment which utilizes plants, soil, and microorganisms. This research utilizes water jasmine plants using subsurface flow with a continuous system. In this study varying discharge and sampling time. This research was carried out on a laboratory scale by testing the decrease in concentration on the parameters TSS, COD, and Total-Nitrogen parameters. The sampling time was carried out on the 6th, 8th, 10th, 12th, and 14th days. In this study, the largest TSS results were obtained at a discharge of 5L/day with a sampling time of the 14th day reaching 96,3%. The highest reduction in COD at a discharge of 5L/day on day 14 was 94,4%. The decrease in total nitrogen at 5L/day discharge on the 14th day was 89.64%. The pH and temperature were observed for 14 days of research and obtained an average pH and temperature of 7.9 and 26.77℃. pH and temperature in this study are pH and temperature with the optimal range in constructed wetland processing.
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