KAJIAN PENGOLAHAN LINDI DI TEMPAT PENGOLAHAN SAMPAH TERPADU BANTAR GEBANG
Kata Kunci:
Leacthate, IPAS, Desaign Criteria, Quality Standart, BOD, CODAbstrak
The Bantargebang TPST serves the disposal of waste from all resident of DKI JAKARTA, which produces an average of 7,00 tons of waste per day (DKI Sanitation Office,2016). This TPST has three Waste Water Treatment Plants (IPAS) with two treatment methods, IPAS I and III using the conventional stabilization pond method while IPAS II uses the Advanced Oxidation Processes (AOP) method. The leachate discharge that enters IPAS III is an average of 10 liters/second. Processed water (effluent) from the IPAS is tested for quality by the Bantargebang TPST laboratory and the Environment laboratory and the Environment laboratory and refers to the PERMEN LHK Quality standard No.59/2016, while regarding the performance of the IPAS unit, the calculation of the efficiency of parameter removal and comparing the measurement result and the calculation of the criteria parameters with related system design criteria. The maximum effluent BOD concentration of IPAS I was 228 mg/l and the minimum was 68 mg/l, the maximum effluent COD was 660 mg/l and the minimum was 216 mg/l. IPAS 11 maximum effluent BOD concertation is 460 mg/l and minimum 27 mg/l , maximum effluent COD 1.014 mg/l and a minimum of 83 mg/l while the maximum effluent BOD concentration of IPAS III was 210 mg/l and minimum of 23,91 mg/l, the maximum effluent COD was 525 mg/l and minimum of 116 mg/l. Based on the analysis of the study , there are still several criteria parameters that do not meet the design criteria.
Unduhan
Referensi
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