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77 ANAEROBIC TREATMENT OF OLIVE MILL EFFLUENTS Izzet Ozturk, Associate Professor Suleyman Sakar, Research Associate Gulseven Ubay, Research Associate Veysel Eroglu, Associate Professor Istanbul Technical University Maslak, Istanbul, Turkey INTRODUCTION The olive oil extraction industry is principally located around the Mediterranean, Agean and Marmara seas. Typical olive oil producing countries are Turkey, Tunisia, Syria, Lebanon, Portugal, Spain, Greece, and Italy. Turkey has a significant share in the world, ranking fourth in olive oil production, which amounts to 150,000 tons per year.1 Olive oil extraction is mainly carried out by means of the traditional discontinuous press or by the more recent continuous solid-liquid centrifuge system. Both processes produce two waste streams: the residual solids (prina), which contain oiUo be recovered by means of solvent extraction, and olive mill wastewaters (black water). In general, the organic pollution load from olive oil extraction process is practically independent of the processing method and amounts to 45-55 kg BOD5 per ton of olives. The corresponding volume of black water from the traditional press process is 0.4 to 0.5 m3 per ton of olives.2 Olive oil processing is a seasonal operation which starts in September and ends in February at the latest. Individual olive crops are brought to the plant which processes the crop of each customer separately and gives back the processed oil and soap stock to the customer. In Turkey, olive oil processing is generally carried out by many small plants rather than by large edible oil refineries. An appropriate treatment technology has not been developed to solve the environmental pollution problem from olive oil extraction plants. Traditional production capacity of olive oil plant is about 100 t per day. Most of the treatment processes used for high strength industrial wastewaters have been applied on olive mill effluents. Aerobic biological processes are not appropriate due to various factors including high energy and nutrient consumption, production of large amounts of secondary biological sludges and high capital cost. Incineration and concentration by distillation are reliable but very expensive and energy consuming. Evaporation in shallow lagoons is also not practical due to ground water pollution, bad odor and flies. Anaerobic biological treatment processes, however, have distinct advantages including energy and chemical saving and low biological sludge yield. Seasonal operation of olive oil mills is not a disadvantage for anaerobic treatment systems since anaerobic digesters can be easily restarted after several months of shut-down.3 In this study, anaerobic treatability of olive mill effluents and bioenergy recovery from this high strength wastewaters have been investigated. The study was conducted in a laboratory scale upflow anaerobic sludge blanket reactor (UASBR) with a volume of 10.35 L. Experimental studies were continued for about six months. The effects of feed strength and hydraulic retention time on the stability of the anaerobic treatment process have been searched. PRODUCTION OF OLIVE OIL The traditional olive oil extraction process includes the following operations: sorting and rinsing, grinding, extraction, oil-water separation and/or centrifugation. A flow diagram of a traditional olive oil mill plant is shown in Figure 1. 46th Purdue Industrial Waste Conference Proceedings, 1992 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 741
Object Description
Purdue Identification Number | ETRIWC199177 |
Title | Anaerobic treatment of olive mill effluents |
Author |
Ozturk, Izzet Sakar, Suleyman Ubay, Gulseven Eroglu, Veysel |
Date of Original | 1991 |
Conference Title | Proceedings of the 46th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,42649 |
Extent of Original | p. 741-750 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2009-11-24 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 741 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | 77 ANAEROBIC TREATMENT OF OLIVE MILL EFFLUENTS Izzet Ozturk, Associate Professor Suleyman Sakar, Research Associate Gulseven Ubay, Research Associate Veysel Eroglu, Associate Professor Istanbul Technical University Maslak, Istanbul, Turkey INTRODUCTION The olive oil extraction industry is principally located around the Mediterranean, Agean and Marmara seas. Typical olive oil producing countries are Turkey, Tunisia, Syria, Lebanon, Portugal, Spain, Greece, and Italy. Turkey has a significant share in the world, ranking fourth in olive oil production, which amounts to 150,000 tons per year.1 Olive oil extraction is mainly carried out by means of the traditional discontinuous press or by the more recent continuous solid-liquid centrifuge system. Both processes produce two waste streams: the residual solids (prina), which contain oiUo be recovered by means of solvent extraction, and olive mill wastewaters (black water). In general, the organic pollution load from olive oil extraction process is practically independent of the processing method and amounts to 45-55 kg BOD5 per ton of olives. The corresponding volume of black water from the traditional press process is 0.4 to 0.5 m3 per ton of olives.2 Olive oil processing is a seasonal operation which starts in September and ends in February at the latest. Individual olive crops are brought to the plant which processes the crop of each customer separately and gives back the processed oil and soap stock to the customer. In Turkey, olive oil processing is generally carried out by many small plants rather than by large edible oil refineries. An appropriate treatment technology has not been developed to solve the environmental pollution problem from olive oil extraction plants. Traditional production capacity of olive oil plant is about 100 t per day. Most of the treatment processes used for high strength industrial wastewaters have been applied on olive mill effluents. Aerobic biological processes are not appropriate due to various factors including high energy and nutrient consumption, production of large amounts of secondary biological sludges and high capital cost. Incineration and concentration by distillation are reliable but very expensive and energy consuming. Evaporation in shallow lagoons is also not practical due to ground water pollution, bad odor and flies. Anaerobic biological treatment processes, however, have distinct advantages including energy and chemical saving and low biological sludge yield. Seasonal operation of olive oil mills is not a disadvantage for anaerobic treatment systems since anaerobic digesters can be easily restarted after several months of shut-down.3 In this study, anaerobic treatability of olive mill effluents and bioenergy recovery from this high strength wastewaters have been investigated. The study was conducted in a laboratory scale upflow anaerobic sludge blanket reactor (UASBR) with a volume of 10.35 L. Experimental studies were continued for about six months. The effects of feed strength and hydraulic retention time on the stability of the anaerobic treatment process have been searched. PRODUCTION OF OLIVE OIL The traditional olive oil extraction process includes the following operations: sorting and rinsing, grinding, extraction, oil-water separation and/or centrifugation. A flow diagram of a traditional olive oil mill plant is shown in Figure 1. 46th Purdue Industrial Waste Conference Proceedings, 1992 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 741 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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