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55 TREATMENT OF FOREST INDUSTRY WASTEWATERS IN MOVING BED BIOFILM REACTORS Lars J. Hem, Senior Scientist Bjrfrn Rusten, Professor Aquateam-Norwegian Water Technology Centre A/S 0604 Oslo, Norway Astrid Broch-Due, Senior Development Engineer Norske Skogindustrier AS Norske Skog Teknikk 1324 Lysaker, Norway Erik Mattsson, Project Manager Research and Development, Environmental Engineering Stora Technology 791 80 Falun, Sweden Thorbjrirn Westrum, Managing Director Kaldnes Miljekeknologi 3103 Tdnsberg, Norway INTRODUCTION Due to limits for maximum allowable wastewater discharges from the forest industry, several mills have invested in biological wastewater treatment. Suspended growth systems, such as aerated lagoons and conventional activated sludge plants, are used in the majority of these treatment plants. The suspended growth systems require large volumes and they are hampered by sludge bulking which causes sludge loss to the effluent. The sludge bulking and sludge loss to the effluent seem to be a major problem with respect to treating pulp and paper mill wastewater.1 Biological fixed film processes have the advantage that they can be volume efficient and that washout of the biomass will not occur. In conventional biofilm processes, such as trickling filters and submerged aerated biofilters, channeling or clogging of the media may occur. To avoid these problems, a more volume efficient moving bed biofilm process was developed. THE MOVING BED BIOFILM REACTOR In the moving bed biofilm reactor (MBBR), the biomass is attached to small plastic elements which move freely along with the water in the reactor. The displaced water volume due to the carriers is 11-13%, giving a biofilm surface of about 350 m2/m3. Being a biofilm reactor, there is no sludge recycling. The carrier and the principle for the movement of the carriers in the reactors are shown in Figure 1. The MBBR may be used for several purposes, including nitrification in domestic wastewater,2,3 nitrogen removal from domestic wastewater,4 treatment of dairy and potato processing wastewater,5,6 or treatment of forest industry wastewater.7,8 Ten full scale plants have been built; five plants for treatment of domestic wastewater, two plants for treatment of forest industry wastewater, and three plants for treatment of dairy and potato processing wastewater. In addition, several plants are presently under construction. Data from pilot tests and preliminary full scale operation of the two full scale plants treating forest industry wastewater will be presented here. Flow sheets of the full scale plants are shown in Figure 2. 49th Purdue Industrial Waste Conference Proceedings, 1994 Lewis Publishers, Chelsea, Michigan 48118. Printed in U.S.A. 509
Object Description
Purdue Identification Number | ETRIWC199455 |
Title | Treatment of forest industry wastewaters in moving bed biofilm reactors |
Author |
Hem, Lars J. Rusten, Bjorn Broch-Due, Astrid Mattsson, Erik Westrum, Thorbjorn |
Date of Original | 1994 |
Conference Title | Proceedings of the 49th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,44602 |
Extent of Original | p. 509-518 |
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 | 2009-12-10 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 509 |
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 | 55 TREATMENT OF FOREST INDUSTRY WASTEWATERS IN MOVING BED BIOFILM REACTORS Lars J. Hem, Senior Scientist Bjrfrn Rusten, Professor Aquateam-Norwegian Water Technology Centre A/S 0604 Oslo, Norway Astrid Broch-Due, Senior Development Engineer Norske Skogindustrier AS Norske Skog Teknikk 1324 Lysaker, Norway Erik Mattsson, Project Manager Research and Development, Environmental Engineering Stora Technology 791 80 Falun, Sweden Thorbjrirn Westrum, Managing Director Kaldnes Miljekeknologi 3103 Tdnsberg, Norway INTRODUCTION Due to limits for maximum allowable wastewater discharges from the forest industry, several mills have invested in biological wastewater treatment. Suspended growth systems, such as aerated lagoons and conventional activated sludge plants, are used in the majority of these treatment plants. The suspended growth systems require large volumes and they are hampered by sludge bulking which causes sludge loss to the effluent. The sludge bulking and sludge loss to the effluent seem to be a major problem with respect to treating pulp and paper mill wastewater.1 Biological fixed film processes have the advantage that they can be volume efficient and that washout of the biomass will not occur. In conventional biofilm processes, such as trickling filters and submerged aerated biofilters, channeling or clogging of the media may occur. To avoid these problems, a more volume efficient moving bed biofilm process was developed. THE MOVING BED BIOFILM REACTOR In the moving bed biofilm reactor (MBBR), the biomass is attached to small plastic elements which move freely along with the water in the reactor. The displaced water volume due to the carriers is 11-13%, giving a biofilm surface of about 350 m2/m3. Being a biofilm reactor, there is no sludge recycling. The carrier and the principle for the movement of the carriers in the reactors are shown in Figure 1. The MBBR may be used for several purposes, including nitrification in domestic wastewater,2,3 nitrogen removal from domestic wastewater,4 treatment of dairy and potato processing wastewater,5,6 or treatment of forest industry wastewater.7,8 Ten full scale plants have been built; five plants for treatment of domestic wastewater, two plants for treatment of forest industry wastewater, and three plants for treatment of dairy and potato processing wastewater. In addition, several plants are presently under construction. Data from pilot tests and preliminary full scale operation of the two full scale plants treating forest industry wastewater will be presented here. Flow sheets of the full scale plants are shown in Figure 2. 49th Purdue Industrial Waste Conference Proceedings, 1994 Lewis Publishers, Chelsea, Michigan 48118. Printed in U.S.A. 509 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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