Comparison of Oxygen Transfer Parameters from Four Testing Methods in Three Activated Sludge Processes

2005 ◽  
Vol 40 (2) ◽  
pp. 164-176 ◽  
Author(s):  
Venkatram Mahendraker ◽  
Donald S. Mavinic ◽  
Barry Rabinowitz

Abstract In this investigation, the mass transfer of oxygen was determined using four different testing methods in three activated sludge processes, as per the guidelines established by the American Society of Civil Engineers (ASCE 1997). The testing methods applied included the steady-state oxygen uptake rate (OUR), the non-steady-state changing power level (CPL), the non-steady-state hydrogen peroxide addition (HPA) and the off-gas methods. The analysis indicated that steady-state OUR and off-gas methods resulted in comparable estimates of oxygen transfer parameters, with somewhat higher variations observed in the data from the off-gas method. The application of HPA and CPL methods produced variable results under the same process conditions and these testing methods affected the process. Based on the comparative evaluation conducted in these controlled experiments, the validity of HPA and CPL tests to measure the oxygen transfer under process conditions is questionable. Overall, the off-gas method appears to be superior, as it does not require steady-state process conditions. However, under suitable conditions the steady-state OUR method may be an economical option to study oxygen transfer under process conditions.

1992 ◽  
Vol 26 (9-11) ◽  
pp. 2437-2440 ◽  
Author(s):  
K. Thatcher

Current developments with the activated sludge processes with highly concentrated effluents highlight the requirement to (a) reduce energy usage (b) promote the production of high quality effluent. Having observed the efforts being made to improve plant performance we became aware that current methods had to be improved. It was also noted that a period of stagnation had occurred in the development of effective aeration systems. Improved aeration methods are needed which would allow for oxygen transfer efficiencies to be greater than 2kg/kWh. Such oxygen transfer rates should be continually variable in line with the oxygen demand prevailing at any given time. In our study of activated sludge plants we found that operational and electrical/mechanical maintenance was proving to be time consuming and very costly. With these problems in mind we have designed and developed the Fine Bubble High Density Diffuser System.


2001 ◽  
Vol 43 (7) ◽  
pp. 39-46 ◽  
Author(s):  
I. Queinnec ◽  
D. Dochain

This paper discusses the steady-state modelling of thickening in circular secondary settlers of activated sludge processes. The limitations of the solid flux theory basic models to represent steady-state operating conditions serve as a basis to introduce more sophisticated models derived from computational fluid dynamics. Parameter identification and sensitivity studies have been performed from lab-scale continuous experiments.


2011 ◽  
Vol 45 (18) ◽  
pp. 5987-5996 ◽  
Author(s):  
Diego Rosso ◽  
Sarah E. Lothman ◽  
Matthew K. Jeung ◽  
Paul Pitt ◽  
W. James Gellner ◽  
...  

1993 ◽  
Vol 28 (7) ◽  
pp. 63-69 ◽  
Author(s):  
Chang-won Kim ◽  
Henri Spanjers ◽  
Abraham Klapwijk

An on-line respiration meter was applied to measure the oxygen transfer coefficient (KLa) continuously in a completely mixed aeration tank. The uniqueness of this respiration meter lies in its ability to measure the actual respiration rate of activated sludge. The calculation of KLa can be carried out continuously with steady-state and discrete non-steady state equations using actual respiration rate and DO in the aeration tank. In an activated sludge pilot plant, the oxygen transfer coefficients were determined under constant and variable loading conditions using the above procedures. The relationship between KLa and air flow was found to be linear but dependent on the wastewater loading characteristic. Under variable loading conditions, the calculated DOs in the aeration tank using the obtained KLa's were more accurate than that using the KLa's estimated from the air flow rate function. The accuracy of separately assumed saturation DO in the activated sludge was confirmed from a linear relationship between DOs in the aeration tank and corresponding actual respiration rates at a constant KLa.


2009 ◽  
Vol 2009 (8) ◽  
pp. 6954-6964
Author(s):  
Annemarie O. Weist ◽  
Michelle A. Fitzgerald ◽  
Bulent Ozbas ◽  
Christopher A. Harvey ◽  
Bob Colehour ◽  
...  

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