Email this article THE EFFECT OF INFLUENT CONCENTRATION AND HYDRAULIC LOADING RATE (HLR) TO BOD AND COD REMOVAL ON ARTIFICIAL DOMESTIC WASTEWATER TREATMENT (GREY WATER) USING UASB REACTOR
DOI: https://doi.org/10.12777/ijse.7.1.16-22
Abstract
Upflow anaerobic sludge blanket (UASB) reactor is one of anaerobic biological treatment was develop in late 1970’s. UASB reactor is suitable for the tropic areas because it has a high temperature about 20°-30°C. Domestic wastewater is divided into two types, namely black water and grey water. But in this case used domestic grey water. Grey water is household wastewater from showers, sinks and kitchen. Grey water has a total 75% of the domestic wastewater volume. The research was conducted in laboratory scale. This study performed a variation of Hydraulic Loading Rate (HLR) and the influent concentration. There were 25 reactors include 5 variations of influent concentration and 5 Hydraulic Loading Rate’s (HLR) variation. The research could asses BOD5 and COD removal with treatment in UASB. Efficiency of BOD5 removal by varying the influent concentration and HLR was about 38%-75% and COD was about 40%-77%. The lower concentration could be increase efficiency BOD5 and COD removal. Influent concentration optimum occurred when middle concentration was about 840 mg/L COD and HLR optimum was 0,05 m3/m2/hour.
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Alaerts, G. dan Santika, S.S. 1987. Metode Penelitian Air. Penerbit Usaha Nasional. Surabaya
Anonim.2003. Baku Mutu Air Limbah Domestik. Keputusan Menteri Negara Lingkungan Hidup No. 112 Tahun 2003.
Das S.,ChaudhariS.2009.Improvement in Biomass Characteristics and Degradation Efficiency in Modified UASB Reactor Treating Municipal Sewage: A Comparative Study with UASB Reactor.Asia-Pasific Journal of Chemical Engineering 4:596-601.
Departemen Pemukiman dan Prasarana Wilayah. 2003. Pedoman Pengelolaan Air Limbah Perkotaan. Direktorat Jenderal Tata Perkotaan dan Tata Pedesaan.
Foresti,E.2001.Perspective on Anaerobic Treatment in Developing Countries.Water Science and Tehcnology,44 (8),141-148
Henze M. dan Ledin. 2001. Type, Characteristic and Quantities of Classic, Combined Wastewater.In: Lens, P., Zeeman, G., Lettinga, G. (Eds). Decentralised Sanitation and Reuse.UK: IWA Publishing, pp 57-72
Lettinga, G. and Hulshoff Pol, L.W. 1991. UASB Process Design for Various Types of Wastewater. Water Science Technology, vol. 24 (8), 87-109.
Liu Y.,Tay J.2004.State of The Art of Biogranulation Technology of Wastewater Treatment Biotechnology Advances.22:533-563
Mahmoud, N., G. Zeeman, H. Gijzen, G. Lettinga. 2003. Solid Remowal in Upflow Anaerobic Reactors, A Review. Biosource Technology, 90 :1-9
Narnoli,S.Mehrotra I.1997.Sludge Blanket of UASB Reactor: Mathematival Simulayion Water Research 31:715-726.
Peraturan Daerah Provinsi Jawa Tengah No. 10/PERDA/07/2004 tentang Baku Mutu Air Limbah .
R,Reindy.R.R.2012.Studi Pengaruh Variasi Hydraulic Loading Rate dan Konsentrasi Influent Terhadap Penyisihan BOD, COD dan TSS Pengolahan Air Limbah Domestik Black Water Menggunakan Reaktor UASB. Universitas Diponegoro: Semarang.
Said,Nusa Idaman.2002.Teknologi Pengolahan Limbah Cair Dengan Proses Biologis,Teknologi Pengolahan Limbah Cair Industri.h 79-147.Samarinda:BPPT-BAPEDALDA
Seghezzo, L: Zeeman, G:van Lier, J.B.;H.V.M.;Lettinga, G.1998.A Review: The Anaerobic Treatment of Sewage in UASB and EGSB Reactors: Bioresour.Technol.,65.175
Sita, Ardina.2012.Pengaruh Hydraulic Loading Rate dan Konsentrasi Influent Terhadap Penyisihan Parameter BOD, COD dan NO3-N Pada Pengolahan Air Limbah Domestik Campuran (Black Water dan Grey Water) Menggunakan Reaktor UASB.Universitas Diponegoro: Semarang
Sugiharto. 1987. Dasar-Dasar Pengolahan Air Limbah. UI Press. Jakarta.
Tchobanoglous, George and Franklin L. Burton. 2003. Wastewater Engineering Treatment Disposal Reuse. 4th ed. McGraw-Hill Book Co : Amerika.
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