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The Use of Pure Oxygen in River and Impoundment Aeration R. E. SPEECE, Professor School of Civil Engineering New Mexico State University La Cruces, New Mexico INTRODUCTION In many present situations, the use of pure oxygen offers an economically competitive alternative for artificial aeration of rivers and impoundments. Artificial aeration presently is practiced to a limited extent and holds considerable potential for the future. The author does not propose artificial aeration as a substitute for adequate secondary treatment of wastewaters. However, there are common situations where secondary treatment is not adequate to reduce the oxygen demand of wastewaters to the assimilation capacity of the receiving water without violating the DO standards set for the river. On the assumption that the tax dollar is limited, artificial aeration can be utilized to maintain DO standards in many cases, at a far lower cost than low flow augmentation and various means of tertiary treatment. Hazen (1) has estimated that artificial aeration would cost $33/1000 lb of oxygen transferred, using surface aerators. Davis (2) made an economic analysis of water in the Potomac River and concluded "the cost advantage of reaeration devices over the alternatives is surprisingly large." Destratification is most commonly attempted to restore DO and thus water quality in stratified impoundments. However, in-place hypolimnion aeration has definite engineering merit when compared to destratification. Pure oxygen injection offers a sound approach to this means of maintaining good water quality in the hypolimnion without destratifying the impoundment. PURE OXYGEN The use of pure oxygen minimizes capital investment since no compressors are required. However, it increases operating cost. Davis (2) indicates this principle is sound economically for artificial aeration installations. River reaeration, utilizing pure oxygen, dates back at least to 1953 (3), when it was sparged into a paper mill effluent at Macon, Georgia, with about 14 per cent absorption efficiency. Also, pure oxygen has been injected into the pressure side of a power turbine at Willamette Falls, Oregon (4), achieving 40 per cent absorption. Another case (5) involves a pumping system which withdraws a portion of the stream flow at a paper mill in Louisiana and forces it through an oxygen absorption chamber operated at a pressure of 68 psig. The oxygen supersaturated water is re- -700 -
Object Description
Purdue Identification Number | ETRIWC1969045 |
Title | Use of pure oxygen in river and impoundment aeration |
Author | Speece, Richard E. |
Date of Original | 1969 |
Conference Title | Proceedings of the 24th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,16392 |
Extent of Original | p. 700-712 |
Series | Engineering extension series no. 135 |
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 | 2009-05-21 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 700 |
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 | The Use of Pure Oxygen in River and Impoundment Aeration R. E. SPEECE, Professor School of Civil Engineering New Mexico State University La Cruces, New Mexico INTRODUCTION In many present situations, the use of pure oxygen offers an economically competitive alternative for artificial aeration of rivers and impoundments. Artificial aeration presently is practiced to a limited extent and holds considerable potential for the future. The author does not propose artificial aeration as a substitute for adequate secondary treatment of wastewaters. However, there are common situations where secondary treatment is not adequate to reduce the oxygen demand of wastewaters to the assimilation capacity of the receiving water without violating the DO standards set for the river. On the assumption that the tax dollar is limited, artificial aeration can be utilized to maintain DO standards in many cases, at a far lower cost than low flow augmentation and various means of tertiary treatment. Hazen (1) has estimated that artificial aeration would cost $33/1000 lb of oxygen transferred, using surface aerators. Davis (2) made an economic analysis of water in the Potomac River and concluded "the cost advantage of reaeration devices over the alternatives is surprisingly large." Destratification is most commonly attempted to restore DO and thus water quality in stratified impoundments. However, in-place hypolimnion aeration has definite engineering merit when compared to destratification. Pure oxygen injection offers a sound approach to this means of maintaining good water quality in the hypolimnion without destratifying the impoundment. PURE OXYGEN The use of pure oxygen minimizes capital investment since no compressors are required. However, it increases operating cost. Davis (2) indicates this principle is sound economically for artificial aeration installations. River reaeration, utilizing pure oxygen, dates back at least to 1953 (3), when it was sparged into a paper mill effluent at Macon, Georgia, with about 14 per cent absorption efficiency. Also, pure oxygen has been injected into the pressure side of a power turbine at Willamette Falls, Oregon (4), achieving 40 per cent absorption. Another case (5) involves a pumping system which withdraws a portion of the stream flow at a paper mill in Louisiana and forces it through an oxygen absorption chamber operated at a pressure of 68 psig. The oxygen supersaturated water is re- -700 - |
Resolution | 300 ppi |
Color Depth | 8 bit |
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