-•••Jt;i'
--—

-------
WHAT  IS OXYGEN  AERATION?

One common,  or  conventional, method
of  treating  wastewater is  the activated
sludge process. This process—as all  bio-
logical treatment processes—functions by
contacting  wastewater  with bacteria  able
to break down organic material and there-
by reduce the amount of pollutants in the
wastewater. The bacteria utilized  in the
activated sludge process  to perform  this
operation are  contained  in  the material
settled out of a wastewater stream after
oxygen is  introduced  into  the system.
This mass of settled solids, called activated
sludge, is then mixed with the wastewater
being treated.  Introduction of oxygen in-
to the system, and mixing of the activated
sludge with the wastewater both occur in
the same tank, as  can  be seen from the
accompanying schematic diagram.

Historically, this required oxygen has been
provided by the  introduction of atmos-
pheric air  into the  treatment system.
Oxygen gas,  however, possesses certain
characteristics  which can  make  its use, in
lieu of atmospheric air, advantageous.  One
of these  is the high partial  pressure of
pure  oxygen.  Since  air contains only a-
bout  21 percent oxygen, the  use of pure
oxygen instead of air in  that  portion of
the treatment  system needing oxygen in-
creases the oxygenation capacity by a fac-
tor of nearly  five. As a result, smaller
aeration  tanks  can be  used to treat  the
same  amount of wastewater. This utiliza-
tion of pure oxygen rather than atmos-
pheric air to provide the oxygen required
in treating sewage is oxygen aeration.

WHAT ARE THE APPLICATIONS
OF OXYGEN AERATION?

Oxygen aeration can be used for the con-
struction of new  facilities and for  up-
grading the capacity and  performance of
existing overloaded secondary treatment
facilities. Several applications include:
  1. Upgrading  of existing overloaded ac-
    tivated sludge plants  by conversion
    from air aeration to oxygen aeration.
  2. Upgrading  of existing trickling filter
    plants by  adding oxygen aeration as
    a second stage  biological step  in  the
    treatment system.
  3. New plant construction, both with
    and without primary sedimentation.

-------
                                                                                             FINAL CLARIFIER
                        SCHEMATIC DIAGRAM OF MULTI-STAGE OXYGENATION SYSTEM
WHAT ARE THE  ADVANTAGES
OF OXYGEN AERATION?

Potential benefits, depending on the spe-
cific installation and application, include:
  1. Improved reliability of treatment per-
    formance
  2. Reduced  waste  sludge production
  3. Increased plant organic loading ca-
    pacity
  4. Improved  resistance to  toxic  sub-
    stances
  5. More effective odor control
  6. Reduced power requirements
    Higher  dissolved  oxygen
    the treated effluent
content  in
Generally  speaking, there is also an eco-
nomic advantage over  conventional aera-
tion methods  for plants with capacities
greater than 5 million gallons a day. In
the smaller capacity plants, the major ad-
vantages involve greater acceptance  of un-
usually strong loads and greater treatment
process reliability.

WHAT'S  INVOLVED?

This schematic  diagram depicts the equip-
ment involved and operation of a typical
multi-stage oxygenation system. Basic dif-
ferences between this system and a con-
ventional air aeration system are the tank
                                                                          covers and compressor units.

                                                                          High purity oxygen (90-100%) enters the
                                                                          first stage of the system and flows concur-
                                                                          rently with the wastewater being treated
                                                                          through the oxygenation basin. Pressure
                                                                          under the tank covers is essentially atmos-
                                                                          pheric and sufficient to maintain control
                                                                          and prevent back mixing from stage to
                                                                          stage. This allows for efficient oxygen uti-
                                                                          lization at low power requirements. Mix-
                                                                          ing within each stage can be accomplished
                                                                          either with  surface aerators or with a sub-
                                                                          merged rotating  sparge  system (shown).

                                                                          The selection of the number of stages and
                                                                                                 the type of mixing device  are variables
                                                                                                 that depend on waste characteristics, plant
                                                                                                 size, land availability,  treatment require-
                                                                                                 ments  and  other similar  considerations.

                                                                                                 HOW MUCH DOES IT COST?

                                                                                                 The chart  below depicts  representative
                                                                                                 total  treatment  cost  ranges for  oxygen
                                                                                                 aeration activated sludge plants. The costs
                                                                                                 shown are for construction  of new treat-
                                                                                                 ment  facilities   and include  operation,
                                                                                                 maintenance  and  capital  amortization
                                                                                                 (5l/2%-25 years)  costs  for primary treat-
                                                                                                 ment,  secondary treatment, and  sludge
                                                                                                 handling and disposal facilities.
                                             ACTIVATED SLUDGE WASTEWATER  TREATMENT  PROCESS
                                                     PRIMARY
                                             CLARIFICATION
                                                                               FINAL
                                                                         CLARIFICATION
                                  AERATION
PRETREATMENT
DISINFECTION

-------
A  new wastewater treatment process has
been developed which  utilizes oxygen-en-
riched  air or pure oxygen. This process is
termed oxygen aeration or, more simply,
oxygenation. The potential of oxygen aer-
ation has resulted in an extremely rapid
acceptance  by consulting engineers, mu-
nicipalities,  and industries. The first full-
scale application  of  the  oxygen aeration
process to  the  treatment  of municipal
wastewater occurred in  1969 under a dem-
onstration contract from the U.S. Environ-
mental  Protection  Agency's forerunner,
the Federal Water Pollution Control  Ad-
ministration. In this demonstration pro-
ject, a total of 1.25 million gallons per
day of sewage was  treated.  Today, just
three years later, over  35 full-scale muni-
cipal wastewater  treatment plants which
will utilize  the  oxygen  aeration process
are in  various stages of design and  con-
struction. The total amount of sewage to
be treated by these plants exceeds  1.5 bil-
lion gallons a day.

-------
                      13EZ
                       ^.^^^^^^^^
                               \
         WHO IS USING OXYGEN
         AERATION?

         Below is a partial listing of full-scale mu-
         nicipal  wastewater treatment plants cur-
         rently using or  planning to  use  oxygen
         aeration.                                                „-

                                    Size
                                  (Million
         Location             Gallons/Day)
         Detroit, Michigan            300
         Middlesex County, N.J.       120
         East Bay MUD. Calif.         120
         Louisville. Ky.               105
         Miami.  Fla.                   55
         Hollywood, Fla.               36
         Danville. Va.                  24
         Euclid.  Ohio                  22
         Newtown Creek, N.Y.C.        20
         Decatur, 111.                  18
         Fayetteville. N.C.             16
         Salem, Oregon                16
         New Rochelle, N.Y.            14
         Fairfax County, Va.            1 2
         Jacksonville, Fla.              10
         Speedway.Ind.               10
         Morganton, N.C.                8
         Deer Park, Texas                6
         Baltimore, Md.                  5
WHERE CAN I GET MORE INFORMATION?

                    Contact your consulting engineering firm
                    or write to:
                       Technology Transfer
                       Environmental Protection Agency
                       Washington, D.C. 20460

                     ft CPO ; 1973 O - 496-696

-------