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Full Scale Pilot Plant Studies of a Sub-Surface Mixing and Aerating System for Treatment of Cannery Wastes WALTER W. ROSE, Section Head Water and Waste Engineering National Canners Association Berkeley, California ALEX GRINKEVICH, Project Engineer Hunt-Wesson Foods Fullerton, California INTRODUCTION An essential part of any aerobic treatment system is the method of maintaining dissolved oxygen in the wastewater. The simplest form of maintaining aerobic conditions is to rely on oxygen transfer from the air to the surface of the water. This method of aeration limits the organic loading of the treatment system because of the limited rate of oxygen transfer. An improvement in the aerobic treatment system has been the practice of introducing air below the surface of the water. Oxygen is transferred to the liquid as the bubbles rise to the top surface. In recent years, surface aerators have been developed to provide oxygen for aerobic systems. In general, the aerators pull up the liquid and throw it out into the air where the oxygen transfer takes place. Recently, another type of aeration was developed which combines the principles of surface aerators and diffused aeration. The aeration unit, known as a Helixor, was developed in Canada. In 1970, a cooperative study was undertaken to evaluate, on a pilot scale, the treatment of tomato wastewater. The Helixor, shown in Figure 1, consists of an 18 inch diameter extruded polyethylene tube (B) and a monolithic helix (C) of designed pitch to divide the tube longitudinally into two separate sections. At the bottom opening of the tube, compressed air (D) is introduced through two orifices (E), one on either side of the helix component. The Helixor is anchored (A) in a vertical position on the bottom of the aeration basin. The submerged unit has no moving parts and is completely maintenance free. The air rising inside the vertical tube causes the water to flow upwards. The mixture of air and water follows the spiral passage of the helix, prolonging the interfacial contact between the small air bubbles and the liquid. As the flow is very turbulent, maximum oxygen transfer is ensured. 727
Object Description
Purdue Identification Number | ETRIWC197166 |
Title | Full scale pilot plant studies of a sub-surface mixing and aerating system for treatment of cannery wastes |
Author |
Rose, Walter W. Grinkevich, Alex |
Date of Original | 1971 |
Conference Title | Proceedings of the 26th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,19214 |
Extent of Original | p. 727-733 |
Series | Engineering extension series no. 140 |
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 | 2009-06-25 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 727 |
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 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | Full Scale Pilot Plant Studies of a Sub-Surface Mixing and Aerating System for Treatment of Cannery Wastes WALTER W. ROSE, Section Head Water and Waste Engineering National Canners Association Berkeley, California ALEX GRINKEVICH, Project Engineer Hunt-Wesson Foods Fullerton, California INTRODUCTION An essential part of any aerobic treatment system is the method of maintaining dissolved oxygen in the wastewater. The simplest form of maintaining aerobic conditions is to rely on oxygen transfer from the air to the surface of the water. This method of aeration limits the organic loading of the treatment system because of the limited rate of oxygen transfer. An improvement in the aerobic treatment system has been the practice of introducing air below the surface of the water. Oxygen is transferred to the liquid as the bubbles rise to the top surface. In recent years, surface aerators have been developed to provide oxygen for aerobic systems. In general, the aerators pull up the liquid and throw it out into the air where the oxygen transfer takes place. Recently, another type of aeration was developed which combines the principles of surface aerators and diffused aeration. The aeration unit, known as a Helixor, was developed in Canada. In 1970, a cooperative study was undertaken to evaluate, on a pilot scale, the treatment of tomato wastewater. The Helixor, shown in Figure 1, consists of an 18 inch diameter extruded polyethylene tube (B) and a monolithic helix (C) of designed pitch to divide the tube longitudinally into two separate sections. At the bottom opening of the tube, compressed air (D) is introduced through two orifices (E), one on either side of the helix component. The Helixor is anchored (A) in a vertical position on the bottom of the aeration basin. The submerged unit has no moving parts and is completely maintenance free. The air rising inside the vertical tube causes the water to flow upwards. The mixture of air and water follows the spiral passage of the helix, prolonging the interfacial contact between the small air bubbles and the liquid. As the flow is very turbulent, maximum oxygen transfer is ensured. 727 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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