United States
                   Environmental Protection
                   Agency	
Risk Reduction
Engineering Laboratory
Cincinnati OH 45268
                   Research and Development
 EPA/600/S2-89/030 Feb. 1990
f/EPA         Project Summary

                   Nutrients  for Bacterial
                   Growth  in Drinking  Water:
                   Bioassay Evaluation
                   Louis A. Kaplan and Thomas L. Bott
                    The regrowth of bacteria in drinking
                  water distribution systems  can lead
                  to the deterioration of water quality.
                  Pathogenic bacteria are heterotrophs
                  and  heterotrophs are probably the
                  dominant bacteria associated with
                  the regrowth  phenomenon. Only a
                  portion of the total organic carbon
                  (TOO) In drinking water is biologically
                  labile to heterotrophic bacteria, and a
                  bioassay  developed to  quantify this
                  assimilable organic  carbon  (AOC)
                  has been proposed as an index of the
                  regrowth  potential of drinking water.
                  We have evaluated both biological
                  and chemical assays for determining
                  AOC as related to regrowth of bac-
                  teria in drinking waters  from surface
                  water and  groundwater sources.
                  Pseudomonas  f/uorescens strain P-17
                  was  used in  bloassays for  AOC.
                  Dissolved organic carbon (DOC), uv-
                  labile DOC, DOC  < 10,000 daltons,
                  monosaccharides,  and  primary
                  amines were  the chemical assays
                  used to  predict concentrations of
                  AOC.  Growth  of P-17 was enum-
                  erated as viable and total cells with
                  spread plates  and  direct epifluores-
                  cence microscopy,  respectively. AOC
                  concentrations in surface waters
                  ranged from 48 to 607 pg liter1 and in
                  a groundwater supply from 40 to 146
                  ng liter1. AOC remained relatively
                  constant  or declined in distribution
                  systems  with distance from the
                  source. Incubation  vessel surface to
                  volume ratio  influenced the AOC
                  value by  enhancing wall growth of
                  reversibly attached cells. The bio-
                  assay assumes that  (1)  organic
                  carbon limits growth of  the  bioassay
organism,  (2)  the  yield  of the
bioassay organism on naturally
occurring AOC is constant and equal
to yield  on model  organic  com-
pounds,  and  (3) the  bioassay
organism  is an appropriate surrogate
for the native microflora of distribu-
tion systems in utilizing AOC. We
have found that phosphorus addi-
tions  to  some  test waters  were
required to  generate carbon  limita-
tion  and that  yield on naturally
occurring AOC  approximates the
yield on acetate. Correlations of the
bioassay  AOC with chemical deter-
minations  were  poor,  but with
improvements we have  made in the
handling of the test water, glassware,
and  P-17,  we  suggest that the
bioassay holds promise for a simple,
routine measure of drinking  water
regrowth potential.
  This Project Summary was devel-
oped by EPA's Risk Reduction Engi-
neering Laboratory,  Cincinnati, OH,  to
announce key findings of the research
project that  Is fully documented In a
separate report of the same title (see
Project Report ordering information at
back).
Introduction
  The  regrowth of bacteria in drinking
water distribution systems can lead to the
deterioration of water quality  and even
non-compliance of a  supply. Bacterial
growth  occurs on  the walls  of the
distribution system,  and  in the water
either as free living cells or cells attached
to suspended solids. Regrowth  of
bacteria is a  multi-faceted phenomenon

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influenced  by  temperature,  residence
time in mains  and  storage  units, the
efficacy of disinfection,  and  nutrients.
Secondary  parameters probably  include
redox potential,  pH, inoculum size, shear
stress, main  construction  material,  and
chlorine residual.
  Regrowth  within distribution systems
has  largely been associated  with
heterotrophic bacteria,  organisms which
oxidize  reduced carbon compounds for
energy  and also  require these  organic
molecules  as  a  source  of  carbon
"building blocks" for biosynthesis. Some
of those bacteria are opportunistic patho-
gens, and  the  growth of heterotrophs
may establish conditions  conducive to
the  growth  of  pathogenic   bacteria.
Additionally, large numbers of  hetero-
trophs have been  shown to interfere with
the  detection of  coliforms,  generate
anaerobic conditions conducive  to  cor-
rosion  of pipe  materials,  and increase
chlorine demand.
  Most of  the  energy and  carbon  for
heterotrophs in  distribution systems pre-
sumably comes from dissolved  organic
molecules  in  the  source water,  and
quantifying  that nutrient  supply was a
major  focus  of the research reported
here. The heterogeneous mixture of DOC
in groundwaters and surface waters used
for  drinking water supplies  ranges in
complexity  from  large  molecules of
humic, fulvic, and hydrophilic acids, to
relatively simple   compounds such as
carbohydrates, carboxylic  acids, amino
acids, and hydrocarbons.  It is the simple
compounds which are  most susceptible
to microbial decomposition and they have
been collectively  referred to as  bio-
logically  labile  DOC  in  the  ecological
literature.
  The concept of  labile DOC developed
in the  ecological literature  has  been
applied to drinking water studies as the
AOC concept. The need to quantify AOC
has  arisen,  in part,  because  an easily
quantified chemical  parameter used in
the drinking water industry, TOC, has not
been found to  be  a good predictor of
bacterial regrowth. The failure of TOC to
predict  regrowth  is  understandable
because the ratio of AOC to TOC is not a
constant. However, AOC must be viewed
as one variable in a complex regrowth
equation, and the ability to quantify AOC
will  be  one step in  the process of
understanding and  eventually  predicting
when and where regrowth will occur.
  The research which is  reported  here
was undertaken as a cooperative agree-
ment with the U.S. EPA in an attempt to
develop a refined and field validated AOC
assay which  could be  used by water
utility technicians. The research  included
an evaluation  and  modification of the
bioassay technique of D. van der  Kooij
and  associates of the Netherlands, and
an exploration  of  possible chemical
assays as an alternative  to the bioassay.
We  have also  generated  data which
describe changes in AOC between raw
and  finished  water, and  AOC changes
during  the transport of finished water
through two distribution systems.
Procedure
  Preparation  of Inoculum for AOC
Bioassay—Two different types of inocula
were  used in  these studies, log  phase
cells  and  stationary  phase cells of
Pseudomonas ffuorescens  strain P-17.
An inoculum required to yield 1000 cells
mh1 was added with a  sterile microliter
pipette to each bioassay vessel. Prior to
inoculation  of  a  bioassay  vessel  with
P-17,  a direct microscopic count was  per-
formed  to determine  the  appropriate
volume of inoculum.
  Preparation  of Incubation Water—
Finished  drinking  water used for  bio-
assays was collected in organic carbon
free glassware containing 33.3 mg liter1
sodium thiosulfate and processed either
by pasteurization or filtration. Pasteur-
ization was performed  by  placing  the
incubation  vessels   into a  water bath
heated to 60 °C for 0.5 h.
  Preparation  of Bioassay  Vessels  and
Other Glassware—Glassware cleaning
involves  a  detergent wash,  four  rinses
with hot tap water, three rinses with 0.1N
HCI, four rinses with deionized water, and
heating to  550°C for 6 h. The pipettes
were  treated in the same manner,  except
that there was a 4 h cold tap water rinse
in a pipette washer  between the deter-
gent  wash and the hot water  rinses.
Three different incubation vessels were
used, 1  liter  Erlenmeyer  flasks  with
ground glass stoppers,  BOD bottles, and
45 ml borosilicate vials  with teflon lined
silicone  septa. Commercially cleaned 45
ml borosilicate vials were used  without
any prior treatment.
  Enumeration  of  Bioassay  Organism—
Incubation  vessels were sampled using
asceptic  technique and organic  carbon
free  sterile  pipettes.  Viable  count
samples  were  placed into test tubes  con-
taining  sterile phosphate  buffer  and
serially diluted to 10'2, 10-3 and 10-". Re-
peated samplings over several days were
taken from the Erlenmeyer flasks and the
BOD  bottles. The small size of the  vials
allowed  sufficient  replication such  that
each vial  was  sampled  once,  and
ferent  vials were used to  follow
change in  population numbers over tir
  Measurement of Cell Size and Ca
lation of Biovolume—Cell size was de
mined  on  formalin fixed samples stai
with acridine orange. P-17 is rod shaf
so the volume  was calculated  from
formula for a prolate spheroid, V = 4,
(L/2) (W/2)2. A  minimum of twenty  c
from a given bioassay vessel were rm
ured.
  Determination of Cellular Carbon C
tent—Cells from incubation vessels w
filtered onto an  organic carbon free gl
fiber filter (Gelman  A/E). Filters w
oven  dried  at  60°C  for   1  h  £
combusted in a Carlo  Erba Model 1
Elemental Analyzer*  set up for carb
nitrogen, and hydrogen analysis. Divid
the amount of carbon  on a filter by
number of cells per filter resulted in
estimate of carbon per cell.
  Chemical Characterization  of Asi
Water—All glassware  used for orga
analyses was muffled at 550 °C to eli
inate organic carbon contamination. D<
was  analyzed in  either a Dohrmann
80 which used uv-promoted wet oxidat
or an  Ol  700  which used  persulfi
oxidation  at  elevated temperatur
(100°C). Low molecular weight DOC v»
determined by  ultrafiltration through p
cleaned membranes in a  80  ml stirr
cell.  Uv-labile DOC was determined b)
1 h uv  irradiation of water samples held
quartz tubes  without any  additior
oxidant. DOC was measured  before a
after the  irradiation step,  with t
difference being  uv-labile DOC. Prime
amines were measured by  a fluoromet
technique using fluorescamine,  ai
monosaccharides were  assayed using
spectrophotometric MBTH  method.
  Estimation of AOC  Concentrations
Two different experimental approach
and designs were used to estimate  AC
concentrations, (1)  a bioassay bast
upon the  work  of van der  Kooij, and (
the direct measurement of DOC uptal
by  P-17.  Both  approaches  require
growth of  P-17 to stationary phase and i
estimation of cell numbers. The bioass<
approach  further  required an  estimate
yield while the carbon  uptake  approai
required an estimate of carbon per cell.
  The  experimental design for  the bi
assay  approach  initially involved sar
pling the incubation vessels on five da:
during stationary phase.  Triplicate ve
'Mention of trade names or commercial product
 does not constitute endorsement or  recom
 mendation for use

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sets were used for each of five acetate
ioncentrations. Each vessel was sub-
sampled in duplicate for both  direct
microscopic counts  and  viable  counts.
The subsamples for viable counts were
serially diluted, and a single spread plate
prepared for each dilution  used. A single
filter was prepared from each subsample
used for direct microscopy. Beginning in
May of 1987,  direct microscopic counts
were limited to a  single  sampling date
and the 0  and 250  pg  C  liter-1 acetate
concentrations, and  after  May  of  1987,
viable  counts were determined  on 4
rather than  the original 5 sampling dates.
In  the  bioassay approach,  yield of P-17
on  acetate was  empirically derived  for
viable and  total cells through November
of  1987. Following  that, only unamended
test water was used  and the mean of all
previous yield  values was  applied to  the
cell number data.
  The  direct  measurement of  DOC
changes  in incubation  vessels  required
separating the organic  carbon contained
in  P-17 from  solution without artifact.
Technical  problems in accomplishing
sterile  filtration without  organic carbon
contamination necessitated  the  deter-
mination of TOG (including P-17 carbon)
and the calculation of DOC changes from
estimates of P-17  densities and carbon
per cell.  The  experimental design used
with this approach  involved four replicate
vessels of  unamended  test  water and
duplicate determinations of TOG concen-
trations in the  vessels  just  prior to
inoculation and on the last sampling date
for  stationary  phase. Measurements of
organic carbon changes within the incu-
bation vessels and the  densities of P-17
at   stationary  phase   were  used  to
calculate the  yield  of P-17 on  naturally
occurring AOC.
  When  BOD  bottles  were  used  as
incubation vessels, samples were poured
from the BOD bottles into vials for carbon
analysis. When vials were  the incubation
vessels, replicate vials  were sacrificed
after the heat  fixation step for  an  initial
carbon  analysis.  An equivalent  P-17
inoculum was  added to carbon blanks to
verify that the  inoculum was not a source
of  measurable carbon. Controls for  the
abiotic  adsorption of TOC  by  the carbon
free glassware were carried through heat
treatment, but not inoculated.
  Evaluation of P-17 as a Surrogate  for
the Native Microflora  of Water Dis-
tribution  Systems—Sterile, carbon free
microscope slides were placed into a test
tube rack  and suspended in  a  100 liter
polyethylene tank  continuously  fed  by
finished  water  from  the distribution
system. After 4 months of incubation,
slides were removed  and placed into a
rack submerged in site water. The slides
were transported back to our  laboratory
and scraped with an organic carbon free
razor blade.  The scrapings and  rinses
were combined in  a  Corex tube, con-
centrated  by centrifugation, sampled for
direct and viable cell enumeration, and
used as  inocula in  heat  treated, de-
chlorinated test water.

Study Sites
  Three different water supplies  were
sampled  during the course of  this
investigation, the Chester Water Authority
reservoir on the Octoraro Creek in  Lan-
caster  County, PA, Well number  18  in
Chester  County, PA  from the  Great
Valley Division of the Philadelphia Subur-
ban  Water Company,  and   Pickering
Creek  main pump  station  in  Delaware
County, PA of the Philadelphia Suburban
Water Company (Figure  1).

Results  and Discussion
  Bacteriology of Water Used for AOC
Bioassays—None of the test water used
for  bioassays  had persistent coliform
problems.  The  Maximum  Contaminant
Level established by  the U.S. Environ-
mental Protection Agency is  1 coliform
(100 ml)-1  as  a quality  limit and 4  (100
ml)-1 as an action limit. The only detected
and  verified coliforms in finished  water
were associated with Pickering  Creek
water in January when a taste and odor
problem occurred.
  Chemistry of Drinking Waters Used for
AOC Bioassays—The correlation of or-
ganic constituents  with  AOC  concentra-
tions was tested  using data from 10
separate  dates and  2 different water
sources.  None of  the  correlations ex-
plained more than  16%  of the variability
in the AOC data (Table 1).

Table 1.    Correlation  of Organic Constitu-
           ents in Bioassay Water with AOC
     Organic Constituent
Correlation
Coefficient
    (r)
DOC
UV-Labile DOC
DOC < 10,000 Nominal
Molecular Weight
Primary Amines
Monosaccharides
0.397
0.268

0.032
0.162
0.387
Apparently the source of uv  irradiation
used in this study was much more effec-
tive  at oxidizing organic carbon than was
P-17, and the molecular weight cut-off of
10,000 daltons  may have  been too high
to have had much biological significance.
Primary amines and  monosaccharides
can  both be  used  by P-17, and  the
carbon equivalents in these organic com-
pounds can be  used as a check on AOC
determinations  as  minimum estimates,
but the  plethora  of  additional carbon
molecules available in drinking water to
P-17 probably kept these classes of com-
pounds from being good  predictors  of
AOC concentrations.
  Because simpler, faster chemical alter-
natives to  the  AOC bioassay  were  not
found,  we proceeded  to  work  on
validation  of the bioassay.  The bioassay
assumes  that  (1) organic  carbon  is
limiting to the  growth of  the  bioassay
organism, (2) the  yield of the bioassay
organism  on naturally  occurring AOC is
constant  and equal to  yield  on  model
organic compounds, and (3) the bioassay
organism  is as capable  as the  native
microflora in a  water distribution system
in utilizing AOC.
  Influence of Incubation  Vessel  Size—
The 1 liter Erlenmeyer flasks with ground
glass stoppers  are relatively  expensive
and awkward to handle. BOD bottles and
eventually 45 ml vials  were substituted
for the flasks.  Changing the  size of the
incubation  vessel  did  not  diminish  the
precision of the assay, as shown in Table
2. In Table 2, the  replicate spread plate
variation  represents  duplicate spread
plates  prepared from  a single dilution
tube.  This was performed as  a  quality
control measure on approximately 10%
of the spread  plates.  The  estimate  of
within vessel variation  was derived from
all duplicate samples from vessels, iden-
tified by level of acetate addition,  vessel
replicate, and sample  date. The between
vessel  variation was  derived from  the
triplicate  vessels, separated by level of
acetate addition and  sample  date, and
the between incubation day variation was
derived from   the  estimates  of P-17
densities at stationary  phase over several
days, separated by  site,  initial sample
date,  vessel type, and level  of acetate
addition.
  Although the number of data for  the
vials are limited, the current data indicate
that  within vessel, between vessel, and
between  sampling day  variation were
unaffected by  reducing the size  of  the
incubation vessel.  Several  benefits were
gained by using the vials, especially the
simplification  of glassware  preparation.
The  vials are   inexpensive,  so different
vials can  be used for each  sampling

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                                    A
                                     N
                                                            Pennsylvania
                                                                 T*
                                                                       Well 18
                                                                        North Wayne
                                                                                    Philadelphia Suburban Water Co.
                                                                                       Pickering Creek Treatment
                                                                                          Plant/Pump Station

                                                                                                 Bryn Mawr
               Chester Water Authority
                                                      Rt. 52
Octoraro Raw Water                               I      Village Green
     Reservoir  \       Octoraro Treatment Plant!
                             Pump Station
        48" Transmission
             Main
                                                                                     Ithan
                                                                                               Oakmont
                                                                                     Scale 1" = 9 Miles
Figure 1.   Map of study sites.
Table 2.   Estimates of Precision for Different Vessels Used in the AOC Bioassay

                                               Coefficient of Variation"
Vessel Type
Flasks
BOD Bottles
Vials
Replicate
Spread Plates
9.9 ± 6.7 (150)
12.1 ± 10.5(102)
Within Vessel
Variation
11.2 ± 9.0(280)
10.8 ± 9.9 (821)
25.0 i 19.1 (24)
Between Vessel
Variation
13.7 ± 9.5 (95)
15.6 ± 11.7 (249)
13.4 (1)
Between Incubation
Day Variation
11.4 + 7.7(20)
15.7 ± 7.5 (62)
"Coefficient of variation is calculated from (x ± SO) 100, and the data are expressed as x ± SO (n).
during  stationary  phase.  This avoids
repeated sampling of the same bioassay
vessel over a period of days, eliminating
the need for organic carbon free pipettes
and reducing the  risk  of  carbon  or
bacterial contamination. Preliminary tests
with commercially  available  precleaned
vials and teflon faced silicone septa show
less than 20 u9 C liter1 of contamination.
  The use  of the  smaller  vessels with
higher surface to volume ratios yielded
higher densities of P-17 in  stationary
phase (Figure 2).  The  differences be-
tween cell  densities in  the  vials,  BOD
bottles, and the flasks are believed to be
related to wall effects. The dimensions of
                                   the vials, BOD  bottles,  and  flasks  are
                                   such that the surface  to volume ratio of
                                   the vial is twice that of the BOO  bottle
                                   and  three times that  of  the  flask. The
                                   benefits  to  bacteria of association with
                                   surfaces in nutrient poor  environments,
                                   i.e. higher concentration of nutrients, was
                                   demonstrated  for  E.  coli using  glass
                                   beads  40 years ago and it appears that
                                   increased surface area is advantageous
                                   for P-17 under our culture conditions.
                                      Comparison  of Viable  and  Total Cell
                                   Enumerations—In general  the  density of
                                   total cells, determined by  direct micro-
                                   scopy, exceeded the  density of viable
                                   cells determined as colony forming units,
by a factor of 1.6 (1.6 ± 0.6 (39) x ±  S
(n)  (Figure 3)). This relationship seem
reasonable in that P-17 is easily culture
on  nutrient agar and the population  i
stationary  phase would be expected  t
contain  a significant proportion  of  dea
cells.
  Cell Yield—The influence of all enurr
erating techniques on yield  is  shown i
Figure 4. Assuming  carbon limitation,  th
yield of P-17 on acetate should not var
between test  waters,  and there are  n
reasons to expect variations  in  yieh
based upon viable or direct  enumeratio
of P-17 or vessel size. Phosphorus limita
tion was observed only at elevated level

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             20—1
             15 —
     •S
         6   «M
     1       ,
              0 —
                                           I
                                           10
                                             I
                                            t5
 \
20
Figure 2.
                  Maximum Density in Larger Vessels
                          (CFUmr1 * 10s)


Influence of vessel size on densities of P-17: (m) Flask versus BOD bottle
(*) BOD bottle versus vial comparisons.
of organic  carbon when  acetate  was
added to incubation vessels to measure
yield. The assumption of carbon limitation
was  probably valid in all unamended test
waters. Our empirically derived estimates
of yield  for  the  entire  data  set were
similar for viable and total cells averaging
3.24  ± 0.41 x 106 cfu dig acetate-C)-1
and  3.68 ±  0.85  x 106 cell dig acetate-
C)-1  (x ±  SD (n =  20)), respectively.
Where yield was  determined  for more
than one vessel type, cellular  yield was
found to be independent of vessel size. In
those  instances,  the  average  yields
based upon viable counts were 3.15  ±
0.30 x 106 and 3.15  ±  0.42 x 1Q6 (x  ±
SD (n = 7)), and based upon  total cells
were 3.67 ± 0.86 x 106 and 3.53  ±  1.46
x 106  (x ±  SD (n =  6)) for flasks and
BOD bottles, respectively. We  also used
the estimates  of cellular carbon in P-17
determined with the  elemental analyzer
(1.73 ± 0.03 x 10-7 ug C cell-1 (n  = 4))
to convert the cellular yield on  acetate to
cellular-C yield:

         (1.73x10-7^0 cell-1)
      (3.24 x 106 cfu (pg acetate-C)-1)
     = 0.56 ng cell-C fog acetate-C)-1
                                 Theoretical yields of heterotrophic bac-
                               teria on acetate have  been  calculated
                               from stoichiometry. With ammonia as the
                               nitrogen source, the theoretical  yield on
                               acetate was 0.36, and  when nitrate  was
                               the  nitrogen source, 0.28. These values,
                               however,  are  expressed as g  cells (g
                               substrate)-1 and can  be converted to
                               units of C assuming that 50% of cell dry
                               weight is C, and the knowledge that 40%
                               of acetate is C. The adjusted values then
                               become 0.45 and 0.38, respectively.
                                AOC Concentrations in  Field Sam-
                               p/es—Unlike the estimates of P-17 yield
                               on  acetate-C,  the estimates  of AOC
                               concentration are  very dependent upon
                               both P-17 enumeration technique  and
                               vessel size. The influence of enumeration
                               technique is fairly obvious. Direct  enum-
                               eration of total cells, as discussed above,
                               gives higher values for maximum  cell
                               densities which  will translate into  higher
                               AOC concentrations  when  divided by a
                               constant yield  factor.  The  influence of
                               vessel type is  harder to explain,  but
                               probably  involves wall effects  as dis-
                               cussed  above. The impact of these find-
                               ings  on the AOC bioassay  is that they
                               clearly  require the assay to be operation-
 ally defined as to vessel size and enum-
 eration technique if comparable data are
 to be generated.
   Keeping those caveats  in  mind, the
 AOC  values  measured in  this study
 ranged from 48 to 607 jig C liter1 and
 were generally  lowest  for the Well  18
 water, intermediate  for  Chester Water
 Authority, and highest  for Philadelphia
 Suburban's  Pickering Creek  distribution
 system.  No  seasonal  patterns  were
 apparent  in the surface water supplies,
 but there  is some evidence of biological
 stabilization of the  water  within  the
 distribution systems  (Figure 5). This was
 most noticeable in the Pickering Creek
 system,  especially in the  January  and
 February  samples. In the Chester Water
 Authority system  and the  Pickering
 Creek system during the April  sample,
 little  change was  observed in   AOC
 beyond the raw water.
   Yield on Naturally Occurring AOC—An
 important assumption  in the AOC bio-
 assay is that the  yield  of P-17 on
 acetate-C  is  equivalent to the yield of
 P-17 on  naturally occurring  AOC.  Pre-
 vious studies with P-17 have shown that
 the yield of  P-17  on amino  acids,
 carboxylic  acids, carbohydrates,  and
 aromatic acids ranged from 3.2 to 7.8 x
 106 cells  (ng carbon)-1.  Our approach to
 determining  the yield on  naturally
 occurring  AOC  was  to perform carbon
 mass  balance  measurements in the
 incubation vessels. Rather than separate
 the P-17  cells from stationary phase
 cultures for  the measurement of organic
 carbon uptake, we measured  the TOC  in
 the  incubation  water,  thus including
 cellular  carbon  from  the  bioassay
 organisms present in the water. We also
 measured the  carbon content of  P-17
 cells and applied that conversion factor to
 the calculation of carbon changes during
 incubation. The data presented in Figure
 6  represent values  which  assume
 complete  oxidation of the cellular carbon
 present during the TOC analyses.  AOC
 concentrations  based  upon  these
 separate estimation techniques were very
 similar, implying that the yield of P-17 on
 acetate-C  is a reasonable approximation
 of the yield on naturally occurring AOC.
  Distribution  System Microflora—A final
 question addressed in this study was the
 suitability  of  P-17 as  a surrogate for
 heterotrophic bacteria within  distribution
 systems. The  initial enumeration of  inoc-
 ula used in this comparison indicated that
the density  of bacteria on  the slides
 incubated  for 4 months at the Bryn Mawr
site was 6x10" cell cm-2, and that only

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            25—1
            20 —
            75-1
         -
      f 8
      s
      Q
             5 —
             0 —
                 r
                0
I          I          \           \
5         10         15         20
      Density from Viable Counts
          (CPU ml'1 x 10s)
                                    I
                                    25
Figure 3.   Influence of cell enumeration technique on densities of P-17.
            7.5—1
            5.0 —
     Q 7
      M =
      
-------
           600-i
        s
     O J  300H
     «? O
             o-
                                              U-09-88
                                             Ef-07-88
                 Pickering
                        N. Wayne
                                                      Ithan
1                           I            I
0/0                       13.4/3.4      19.3/5 4

                    Distance/Time of Travel
                           (km/h)
Figure 5.   AOC concentrations in a water distribution system.
               9.  No  seasonal  patterns  in surface
                   water  AOC concentrations were  ap-
                   parent, but there was evidence of
                   biological stabilization of water within
                   a distribution system.

               Recommendations
               *\.  The simplified AOC bioassay devel-
                   oped as part of this research  project
                   needs to  be tested with  a larger
                   number of water types and users.
               2.  The yield of P-17 on naturally occur-
                   ring AOC needs to be measured  in a
                   greater number of water types.
               3.  Any AOC  bioassay needs  to  be
                   standardized to vessel type  and
                   method of organism enumeration.
               4.  The AOC bioassay should be  per-
Oakmont            formed over at least three separate
                   days and  criteria developed  for  ac-
                   ceptance or rejection of the bioassay
                   results.
               5.  More  research  is needed as to  the
                   efficacy  of P-17 versus the native
                   microflora of  water  distribution  sys-
                   tems in the utilization  of and  subse-
                   quent  growth on AOC.
                                                                        I
                                                                     27.5/7.7
          600—i
          400 —
    05
    s:
      o
    E a
   o
   2     200 —
            0 —
                                 I
                                200
                                  I
                                 400
                                                                  600
                              AOC from C Mass Balance
                                   (pg-C Liter'')
Figure 6.   AOC concentrations estimated from P-17 density and yield compared to
           estimated from carbon mass balance: (m) BOD bottles; (•) vials.

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  Louis A. Kaplan and Thomas L Bott are with the Academy of Natural Sciences of
   Philadelphia, Avondale, PA 19311.
  Donald J. Reasoner is the EPA Project Officer (see below).
  The complete report,  entitled "Nutrients for Bacterial Growth in Drinking  Water:
   Bioassay Evaluation," (Order No. PB 89-213 995/AS;  Cost: $15.95, subject to
   change) will be available only from:
          National Technical Information Service
          5285 Port Royal Road
          Springfield, VA 22161
          Telephone: 703-487-4650
  The EPA Project Officer can be contacted at:
          Risk Reduction Engineering Laboratory
          U.S. Environmental Protection Agency
          Cincinnati, OH 45268
United States
Environmental Protection
Agency
Center for Environmental Research
Information
Cincinnati OH 45268
Official Business
Penalty for Private Use $300

EPA/600/S2-89/030

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