Theory to Practice: Oxygen Transfer and the New ASCE Standard
Michael K. Stenstrom, Shao-Yuan (Ben) Leu, and Pan Jiang
Civil and Environmental Engineering Dept, UCLA, Los Angeles, CA
ABSTRACT
Oxygen transfer is an important part of wastewater treatment and accounts for as much
as 60% of the energy consumption for the activated sludge process. Prior to 1984, no
standard method for quantifying oxygen transfer existed, which created problems in the
design and warranties for treatment plants. The ASCE Standard for the Measurement of
Oxygen Transfer in Clean Water and the ASCE Standard Guidelines for In-Process
Oxygen Transfer Testing have found widespread application and have reduced the
variability in new designs and allowed operators and engineers to access the process
operation of existing treatment plants. A new clean water standard is in press as of this
writing and the in-process Guidelines are undergoing updating for reissue. This paper
illustrates the key concepts of both the Standard and the Guidelines and shows why they
are important and reduced the variability of testing. The paper also highlights key new
areas of the revised clean water Standard, which includes an optional correction for test
water total dissolved solids concentration, and applications to loop (ditch) activated
sludge process and the high purity oxygen activated sludge process.
KEYWORDS
Activated sludge, aeration, ASCE, off-gas, oxygen transfer, standard
INTRODUCTION
In 1977, under the sponsorship of the US EPA, a Committee organized by ASCE began
the study of methods to quantify oxygen transfer rates in wastewater treatment. The
Committee met as a group in Asilomar, California in 1978 (US EPA, 1979) and
proposed consensus methods for establishing uniform and repeatable test conditions,
estimating clean water parameters (mass transfer coefficient or K
L
A, and equilibrium
oxygen concentration
*
∞
C ) from reaeration data, and translating clean water rates to
process conditions. The resulting methods were evaluated over next several years by the
committee members, consultants and manufactures and refined through the collective
experience of the group. The final result was the 1984 version of the ASCE Standard for
the Measurement of Oxygen Transfer in Clean Water. The Standard was subsequently
improved, updated and republished in 1991 and will be published again in 2006.
Following the development of the Clean Water Standard, it was realized that the next
most important gap in knowledge was the characterization of process water transfer
rates. The Standard provided ways of calculating expected process water rates from
clean water rates, by adjusting for standard conditions, such as barometric pressure,
temperature and the effects of the contaminants in the process water (α and β factors for
K
L
A and
*
∞
C , respectively), but there were no consensus-based process water
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