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"Batik is one of popular arts of Indonesia. The batik industries in Sragen, Central Java, are prepared to compete in global market. In order to realize that objective, batik products should fulfill some qualifications, one of which is ?environmental friendliness?. As batik production is usually generating wastewater which pollutes the environment, the technology of wastewater treatment should be developed to solve the problem. This preliminary study has been done to assess the effectiveness of anaerobic baffled reactor (ABR) and rotating biological contactor (RBC) in batik wastewater treatment. In 40 days of treatment period, the ABR performance in reducing pollutants showed an effectiveness up to 75%, whereas RBC effectiveness was in the range of 15-57%. Concerning the quality standard of wastewater, the wastewater treatment system showed a good performance to decrease pH, whereas the COD was still high. Further optimization, then, is needed to improve the quality of effluent."

"Limbah pewarna batik berbahaya bila dibuang ke badan sungai tanpa dilakukan pengolahan terlebih dahulu, konsentrasi Chemical Oxygen Demand (COD) pada air buangan limbah batik 1332-3192 mg/L. Pengolahan fisika, kimia, dan biologis dapat mengurangi kandungan kimia berbahaya air limbah batik. Untuk mengetahui kriteria desain dari pengolahan biologis maka diperlukan laju kinetika penguraian substrat. Laju kinetika penguraian substrat berpengaruh terhadap efisiensi dari pengolahan biologis dengan media biofilter. Reaktor biofilter dengan skala lab pada penelitian ini memiliki volume 36 liter, dan air limbah yang dipergunakan merupakan air yang telah melalui proses fisika dan kimia. Proses penelitian ini meliputi seeding yaitu proses pembiakan bakteri yang berasal dari air limbah perut sapi, aklimatisasi yang merupakan proses adaptasi bakteri rumen, dan feeding merupakan proses penguraian konsentrasi senyawa kimia pada air limbah batik. Proses penelitian ini berlangsung selama 68 hari. Waktu tinggal pada penelitian adalah 8 jam dengan debit 1,25 mL/s. Diperoleh laju kinetika penguraian yang diperoleh berkisar 0,174-0,244 hari-1, laju pertumbuhan sebesar 0,03584 hari-1, dan biomassa dengan nilai 0,2088 gVSS/gCOD. Penyisihan COD 60 - 90%, Suhu pada proses ini berkisar antara 27oC-30oC sedangkan pH pada penelitian antara 6,5-8,5.

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Batik wastewater can damage the river ecosystem when discharged into water bodies without any prior treatment, Chemical Oxygen Demand (COD) content of the wastewater batik of 1332-3192 mg/L. Physical, Chemical, and Biological treatment can reduce the hazardous chemical constituents of wastewater batik. To determine the design criteria of the biological treatment, the kinetics rate of substrate decomposition is needed. The rate of decomposition kinetics of the substrate affect the efficiency of the biological treatment especially biofilter process. Lab-scale biofilter reactor in this research had a volume of 36 liters and the wastewater used in this research is water that has been through physics and chemical process. The research process includes seeding process, acclimatization, and feeding process. Seeding is the process of culturing rumen bacteria, Acclimatization is the process of adaptation of rumen bacteria in media biofilter, and feeding is the decomposition of chemical compounds in watewater batik by rumen bacteria. This research process lasted for 68 days. Residence time in the study was 8 hours with a flow rate of 1.25 mL/s. Decay rate from rumen bacteria between 0,174-0,244 Day-1, rumen bacteria growth rate is 0.03584 day-1, and biomass of 0.2088 gVSS / gCOD. COD removal 60-90%, the temperature in this process ranges from 27oC-30oC while the pH between 6.5 to 8.5."

"A continuous pilot scale the study has been conducted to investigate the effectiveness of anaerobic digestion of biological sludge. The sludge has a total solid content of 0.53 % - 1.1 %, pH of 7.20 to 7.32. Its organic content is about 97%, the research were conducted in two stages, which are acidification (performed in 3 m3 the continously stirred tank reactor/CSTR at pH of 5.5 to 6.0) and methanation (performed in 5 m3 the up flow anaerobic sludge blanket/UASB reactor at pH 6.5 to 7.0). The retention time (RT) was gradually shortened form 6 days to 1 day for acidification and from 8 days 2 days for methanation. The result showed that operating the CSTR at the RT of 1 day and the organic loading of 8.23 g volatile solid (VS)/m3. Day could produce biogas at an average value of 66.3 L/day, with an average methane content of 69.9%, methane rate of 0.17 L CH/g COD reduction or 19.06 L CH4/kg VS. Furthermore, methanation could reduce COD at an average value of 51.2%, resulting in the effluent average value of COD filtrate and COD total of 210.1 mg/L and 375.2 mg/L, respectively"