曝气
卫生
环境科学
废物管理
废水
污水处理
重新使用
环境工程
混合液悬浮物
粪大肠菌群
工程类
活性污泥
废物流
污水
沟渠
持续性
污水污泥处理
单位(环理论)
过程(计算)
城市固体废物
业务
悬浮物
可持续发展
二次处理
处置模式
改善卫生条件
污泥膨胀
氧化沟
废物处理
废弃物
价值(数学)
污水污泥
污水
保留时间
废物处理
生活污水管
水资源管理
废料
机组运行
粪便
作者
Restu Hikmah Ayu Murti,Muhammad Abdus Salam Jawwad,Praditya Sigit Ardisty Sitogasa,Riko Ferdinand Abdillah,Rizka Novembrianto,Muhammad Faisal Fadhil
标识
DOI:10.1088/1755-1315/1454/1/012025
摘要
Abstract The increasing problem of wastewater management remains reliant on onsite sanitation technology, which is used by 2.7 billion people globally, primarily in developing nations, and may reach 5 billion by the end of 2030. The world’s fastest-growing cities are driven to reevaluate sustainable development goals because they deal with inadequate or nonexistent sanitation sector management. A significant area of focus in sanitation is fecal sludge and septage, which has gained popularity recently as a practical and cost-effective way to create clean, healthy cities. The fecal sludge processing process at the Keputih IPLT Surabaya starts from feces transported by trucks, the feces are dumped into measuring tanks that have been installed with bars screen at the beginning of the unit. The OD unit used to remove organic material from the supernatant fecal sludge by utilizing microorganisms. The evaluation results and recommendations for the performance of the Oxidation Ditch processing unit at the Keputih IPLT show that of the 9 design criteria that have been determined, only the MLSS parameters do not meet the design criteria. The MLSS value was obtained by testing the supernatant in the OD and the MLSS result was 1960 mg/l, ideal design criteria for an MLSS value of 3000-6000 mg/l, it is necessary to optimize the aeration system.
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