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Design Evaluation of Biological Unit as a Basic Consideration to Determine the Design Criteria of Domestic Wastewater Treatment Plant at 1st Zone,Jakarta

机译:生物学单位设计评价作为确定雅加达第一区国内污水处理厂设计标准的基本考虑因素

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The evaluation of existing Wastewater Treatment Plant(WWTP)is doing by evaluate the performance and design of biological unit.On design planning of WWTP,the biological process unit is the key role to reach the target of pollutant removal efficiency.The optimum design parameter of biological process unit could be attained from the real condition by doing evaluation of existing WWTP as a comparison.The selection of an appropriate existing WWTP is based on the similarity of region characteristic,typical activities of people who use the water and wastewater quality and characteristic,and it match to Tana Tinggi WWTP.Tana Tinggi WWTP has capacity 63.8 L/s that already serve 2785 home connections system or 77% of serving area of Tangerang City.The process and operation units are consist of screening,activated sludge,clarifier and sludge handling system.The evaluation of activated sludge gives the data that BOD loading rate is 0.32 Kg/m~3.day,MLSS is 3920 mg/L,F/M ratio is 0.036 kg BOD/kg MLSS.day,hydraulic retention time(HRT)is 6.78 hours and sludge age is 5.16 days.From the evaluation results there are three parameters that can be determine as design criteria and will be apply for design of biological process unit.The parameters are MLSS 3900 mg/L,HRT 6 hours and sludge age 5 days.In otherwise,the F/M ratio doesn't prove the appropriate value and it show that the activated sludge of existing WWTP is leak of nutrition that is necessary for microorganism metabolism.
机译:现有的污水处理厂(污水处理厂)是这样做的评估评估的性能和污水处理厂的生物unit.On设计规划设计,生物处理单元是要达到的污染物去除效率。优化设计参数的目标的关键作用生物处理单元能够从实际情况做现有污水处理厂的污水处理厂存在适当的comparison.The选择的评估是基于区域特征的相似性来实现的,谁使用的水和废水的质量和特点的人典型的活动,和匹配到塔纳吉丁宜WWTP.Tana吉丁宜WWTP具有容量63.8 L / S已经服务2785家庭的连接系统或服务的丹格朗City.The过程和操作单元面积由筛选,活性污泥,澄清器和污泥的77%的处理的活性污泥的系统。评估给出的数据BOD负荷率为0.32千克/米〜3.day,MLSS是3920毫克/升,F / M比为0.036公斤BOD / kg的MLS S.day,水力停留时间(HRT)是6.75小时,泥龄是5.16 days.From的评价结果​​有三个参数,可以决定作为设计标准和将是申请生物过程unit.The参数的设计中MLSS 3900毫克/升,HRT 6小时,泥龄5 days.In否则,F / M比不证明适当的值,并将其显示,现有污水处理厂的活性污泥是营养的泄漏所必需的微生物代谢。

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