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EVALUATION OF OXYGEN TRANSFER COEFFICIENTS OF COMPLEX WASTEWATERS Sara J. Bass, Process Engineer Calgon Environmental Systems Division Calgon Corporation Houston, Texas 77092 Gerry L. Shell, President Gerry Shell Environmental Engineers Brentwood, Tennessee 37027 INTRODUCTION The majority of the wastewater treatment facilities being built today depend upon aeration systems for the biooxidation of pollutants. With the capitol and operating costs of such systems rising almost daily and the penalities for the underdesign of systems a painful reality, there is a real need for methods of accurately predicting what the transfer efficiency of an aeration system will be under field conditions. At present, most manufacturers rate the oxygen transfer efficiency of their aeration equipment in tap water under standard conditions (e.g., 20 C, zero DO and at sea level). The design engineer must correct the manufacturer's rating to actual field conditions. In making this correction there are five coefficients and values that must be either determined experimentally or assumed: 1. The oxygen transfer efficiency correction coefficient, a. 2. The temperature correction coefficient, 6. 3. The DO saturation correction coefficient for waste composotion, |3. 4. The DO saturation concentration for tap water under standard conditions, Cs. 5. The DO saturation concentration for wastewater at field temperature and pressure, Csw. Once these characters are in hand, they can be inserted into Equations 1 and 2 and the horsepower requirements for an aeration system can be calculated: S0R . r_ A0* (1) r^w-ci/i 20-T Where SOR = oxygen requirements for tap water at standard (manufacturers') test conditions, lb02/hr AOR ■ actual oxygen requirements for aeration system (either calculated or determined experimentally in a pilot system operated at field conditions), lb Oj/hr T = design aeration basin temperature, C Cl = design dissolved oxygen concentration in the aeration basin, mg/1 S0R rw hp ■ "hT (2) Where hp = horsepower required N0 = manufacturer's oxygen transfer rate for standard conditions, lb Oj/hp-hr Once the total horsepower requirements are calculated, the power level, PL, is checked as in Equation 3 to ensure sufficient horsepower for mixing: basin volume in million gallons 953
Object Description
Purdue Identification Number | ETRIWC1977096 |
Title | Evaluation of oxygen transfer coefficients of complex wastewaters |
Author |
Bass, Sara J. Shell, G. L. (Gerald L.) |
Date of Original | 1977 |
Conference Title | Proceedings of the 32nd Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,26931 |
Extent of Original | p. 953-967 |
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 | 2009-07-01 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 953 |
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 | EVALUATION OF OXYGEN TRANSFER COEFFICIENTS OF COMPLEX WASTEWATERS Sara J. Bass, Process Engineer Calgon Environmental Systems Division Calgon Corporation Houston, Texas 77092 Gerry L. Shell, President Gerry Shell Environmental Engineers Brentwood, Tennessee 37027 INTRODUCTION The majority of the wastewater treatment facilities being built today depend upon aeration systems for the biooxidation of pollutants. With the capitol and operating costs of such systems rising almost daily and the penalities for the underdesign of systems a painful reality, there is a real need for methods of accurately predicting what the transfer efficiency of an aeration system will be under field conditions. At present, most manufacturers rate the oxygen transfer efficiency of their aeration equipment in tap water under standard conditions (e.g., 20 C, zero DO and at sea level). The design engineer must correct the manufacturer's rating to actual field conditions. In making this correction there are five coefficients and values that must be either determined experimentally or assumed: 1. The oxygen transfer efficiency correction coefficient, a. 2. The temperature correction coefficient, 6. 3. The DO saturation correction coefficient for waste composotion, |3. 4. The DO saturation concentration for tap water under standard conditions, Cs. 5. The DO saturation concentration for wastewater at field temperature and pressure, Csw. Once these characters are in hand, they can be inserted into Equations 1 and 2 and the horsepower requirements for an aeration system can be calculated: S0R . r_ A0* (1) r^w-ci/i 20-T Where SOR = oxygen requirements for tap water at standard (manufacturers') test conditions, lb02/hr AOR ■ actual oxygen requirements for aeration system (either calculated or determined experimentally in a pilot system operated at field conditions), lb Oj/hr T = design aeration basin temperature, C Cl = design dissolved oxygen concentration in the aeration basin, mg/1 S0R rw hp ■ "hT (2) Where hp = horsepower required N0 = manufacturer's oxygen transfer rate for standard conditions, lb Oj/hp-hr Once the total horsepower requirements are calculated, the power level, PL, is checked as in Equation 3 to ensure sufficient horsepower for mixing: basin volume in million gallons 953 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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