评估雅加达市中心废物处理废水的特性

Yesaya Emeraldy Priutama, Ariyanti Sarwono, I. W. Suryawan
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引用次数: 0

摘要

总悬浮固体摘要雅加达市是一个大都市,与生活污水的产生等环境问题密不可分。雅加达市的一个生活污水采用集中系统处理,并采用废物稳定池(WSP)进行处理。增加服务数量和改变废水特性会影响WSP的性能。本研究的目的是评估WSP在雅加达市处理废水的性能。测量在WSP系统的入口和出口进行,并基于生物需氧量(BOD5)、化学需氧量(COD)、总悬浮固体(TSS)、pH和氨的参数。根据印尼政府制定的标准,所有这些参数都符合质量标准。BOD、COD、TSS、氨氮的去除率分别为96.22%;88.66%,96.19%,98.62%。加工的pH值也处于中性pH条件下,即6.5-8.5。WSP处理的结果可以说进展顺利,需要不断改进,例如规划处理水的再利用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
EVALUASI KARAKTERISTIK AIR LIMBAH HASIL PENGOLAHAN WASTE STABILAZION POND DI KOTA JAKARTA
Total Suspended Solids Abstract The city of Jakarta is a metropolitan city that cannot be separated from environmental problems such as the generation of domestic wastewater. One of the domestic wastewaters in the city of Jakarta is treated with a centralized system and treated with a waste stabilization pond (WSP). Increasing the number of services and changing wastewater characteristics can affect WSP performance. The purpose of this study is to evaluate the performance of wastewater treatment with WSP in the city of Jakarta. The measurements were carried out at the inlet and outlet of the WSP system and based on the parameters of Biological Oxygen Demand (BOD5), Chemical Oxygen Demand (COD), Total Suspended Solids (TSS), pH and Ammonia. Based on the standards set by the Indonesian government, all of these parameters have met the quality standards. Efficiency of removal of parameters BOD, COD, TSS, ammonia is 96.22% respectively; 88.66%, 96.19%, 98.62%. The pH of the processing is also in a neutral pH condition, namely 6.5-8.5. The results of the treatment with WSP can be said to be going well and efforts are needed for continuous improvement such as planning for the reuse of treated water.
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