United States
                    Environmental Protection
                    Agency
 Municipal Environmental Research
 Laboratory
 Cincinnati OH 45268
                    Research and Development
 EPA-600/S2-84-056  Apr. 1984
SERA           Project  Summary
                     Biologically Mediated
                     Corrosion  and Water Quality
                     Deterioration  in
                     Distribution  Systems

                     John T. O'Connor and Shankha K. Banerji
                      Research was conducted to evaluate
                    biologically mediated  corrosion  and
                    deterioration of water quality in munic-
                    ipal water distribution systems.  The
                    investigation included  (1) a national
                    questionnaire survey of water utilities,
                    (2)  an in-depth evaluation of  five
                    Missouri water supply systems. (3) a 1 -
                    year study of nine water distribution
                    systems across the country, (4) fabrica-
                    tion of a pipe manifold system to moni-
                    tor and study water quality changes and
                    microbiological growths in the labora-
                    tory, (5) construction of a laboratory-
                    scale  pipe loop study to simulate  a
                    water distribution system and study
                    water quality changes  and  corrosion,
                    (6)  studies  of  biologically mediated
                    corrosion in a batch reactor system, and
                    (7) an evaluation of cast iron corrosion
                    control using polyphosphate formula-
                    tions.
                      This Project Summary was developed
                    by EPA's Municipal Environmental Re-
                    search 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  quality of water leaving water
                    treatment plants in most municipalities
                    meets the federal standards setfor drink-
                    ing waters. Often substantial degradation
                    occurs in the water quality while water is
                    being transported through the distribution
 system to the consumer. This deteriora-
 tion in water quality results in common
 nuisances such as iron staining of laundry
 and porcelain fixtures, unpleasant tastes
 and odors, and the presence of sediments
 in drinking water. Many of these quality
 changes can be brought about by the
 activity of microorganisms.  The present
 study  investigated the biologically medi-
 ated water quality changes in actual and
 simulated water distribution systems.

 Scope
  The research program had the following
 specific objectives: (1) to determine the
 extent and nature of water quality prob-
 lems  originating  in water  distribution
 systems in  the United  States, (2) to
 conduct laboratory studies to assess the
 potential for a treated water to promote
 sediment deposition and microbiological
 growth in  the simulated distribution
 systems, (3) to determine  the role of
 microorganisms in mediating chemical
 changes observed in distribution systems,
 (4) to determine remedial measures for
 controlling sediment deposition, organism
 growth, and quality deterioration, and (5)
 to prepare a guideline document for use
 by water utilities for assessing and con-
 trolling water quality problems in distri-
 bution systems.

Results and Conclusions
  1. A survey conducted to determine
    the extent and nature of  water
    quality problems in distribution
    systems in the United States indi-

-------
   cated that 60% of the responding
   utilities reported taste and odor to
   betheir most common water quality
   problems.  So-called red  water
   ranked second, with 47.7% of the
   utilities  reporting this problem.
   Complaints of cloudy and  black
   water were, respectively, the next
   two most frequently cited water
   quality problems. These responses
   indicated that regardless of water
   source, utility size, or geographical
   location, virtually every utility peri-
   odically  experiences some water
   quality problem that originates in
   its distribution system.


2.  Evaluations of distribution system
   water quality in five Missouri com-
   munities  indicated that the  most
   frequently observed water quality
   changes included the loss of chlo-
   rine residuals, decreases in dis-
   solved oxygen concentrations, in-
   creases in iron concentration, and
   increase in hydrogen sulfide  con-
   centrations without  significant
   changes m sulfate ion concentra-
   tions. Higher bacterial plate counts
   were generally observed at  loca-
   tions where consumers reported
   water  quality  problems. Higher
   standard  plate  counts (SPC) were
   also associated with low chlorine
   residuals. With the use of selective
   enrichment culture media, a variety
   of  microorganisms were  isolated
   from these distribution  systems.
   They included  sulfate-reducing,
   sulfate-oxidizing, iron-precipitating,
   nitrogen-fixing, nitrifying, denitrify-
   ing and stalk-producing microorga-
   nisms.  These  microorganisms
   belong to groups that can transform
   carbon, nitrogen, sulfur, and iron as
   part of  their microbiotic cycles.
   Water quality changes can thus be
   influenced and mediated by orga-
   nisms indigenous to these water
   distribution systems.

3.  An additional 1 -year study of water
   quality data from nine water distri-
   bution  systems throughout the
    United States confirmed some of
   the observations  made from the
    Missouri water distribution system
   studies.  The systems studied  were
   Tacoma, WA; Chicago, IL; Spring-
   field, IL;  Champaign, IL; Durham,
    NC; Columbia, MO; Tampa, FL;
    Minneapolis, MN; and Sioux  Falls,
    SD.
4.   The analysis  of  hydrant flushing
    samples from 12 utilities through-
    out the United States indicated that
    samples that had low turbidity and
    lowtotal and volatile solids had few
    organisms as measured by SPC and
    on R-2A plates. Samples that were
    turbid and brown showed positive
    results for most of the microbio-
    logical enrichment culture tests
    They also exhibited high concentra-
    tions of total solids and total iron.
    Many of the samples showed the
    presence of sulfate-reducing bac-
    teria. In most samples analyzed, the
    diluted SPC media developed more
    colony growth compared with R-2A
    media.

5.   The results of studies using a pipe
    manifold system to simulate a water
    distribution system showed that the
    microbial growth on  pipes  are re-
    lated to TOC  levels in the  water.
    TOC levels of 5.0  mg/L and less
    limit the amount of microbial growth
    in pipe manifold systems. The addi-
    tion of chlorine reduced the accu-
    mulation of microbial growth. Free
    chlorine residuals of 1.0 mg/L and
    higher suppressed microbial growth
    significantly. Chloramine doses  in
    the range  of 1 to 2  mg/L were not
    as effective.
      The  presence of  methane  in
    source water stimulates microbial
    growth. Methane concentrations of
    about 9 to 13 mg/L in the influent
    water  increased the amount  of
    microbial  growth  in the  system
    markedly.  Studies  of the effect  of
    pipe materials on sediment accumu-
    lation and biological growth on the
    pipe surfaces showed that steel
    pipes developed the largest amount
    of attached sediment compared
    with PVC or copper pipes. The major
    portion of the accumulation on steel
    pipes was nonfilterable, inert resi-
    due. Despite less accumulation on
    PVC and  copper pipes, bacterial
    plate  count data indicated that a
    comparable number  of microoga-
    nisms existed in the sediments  of
    all pipe materials. Thus the potential
    for microbiologically mediated  re-
    actions may be equal in all three
    pipe  materials.  Bacterial plate
    counts of materials accumulated on
    pipe surfaces indicated that neither
    chlorine nor chloramine residuals
    prevented microorganisms from
    accumulating within the sediments
    attached to the pipe surface. This
    result may be especially important
    to understanding how microbial
    processes  can proceed  in  water
    mains,  even where  low bacterial
    counts  and sufficient disinfectant
    residuals are observed in samples
    of the bulk water.

6.   Laboratory-scale PVC and steel pipe
    loop systems were used to simulate
    piping in water distribution systems.
    The oxidation of iron  metal  in the
    pipe loops was primarily responsible
    for contributing iron to the water.
    The oxidation of the  iron in turn
    contributed to the depletion in dis-
    solved oxygen.
      The TOC concentration in water
    was  important in estimating the
    potential  capacity for  organism
    growth in the pipe loop system.
    Since the  influent test water con-
    tained exceptionally small amounts
    of TOC (0.5 mg/L), relatively little
    microbial  activity was  observed.
    Bacterial plate counts of water were
    generally  low when they  were
    enumerated according to standard
    methods. Higher plate counts were
    obtained when the organisms were
    incubated  at a lower temperature
    (25°C)orforanextended incubation
    period (7 days). As with earlier field
    survey experiments, a wide variety
    of physiologically different popula-
    tions of  microorganisms  were
    observed in the pipe loop systems.
    An evaluation of the effect of micro-
    bial growth on the corrosion rate of
    cast iron and steel pipe  in the loop
    system was inconclusive.
7.  Batch culture corrosion studies of
    cast iron test specimens exposed to
    pipe loop water indicated that
    dissolved  oxygen was the  most
    important controlling parameter in
    iron oxidation. The relative effect of
    oxygen on the corrosion rate of cast
    iron exposed to tap water was much
    greater than any other influence,
    including that of microbial activity.
    The corrosion intensity of cast iron
    after 26  days  of exposure to  an
    aqueous system with more than 7
    mg/L dissolved oxygen was found
    to  be about 2000 mg per square
    decimeter (dm2), whereas in a sys-
    tem with less than 2 mg/Ldissolved
    oxygen, the cast iron  corrosion
    intensity was only 200 mg/dm2. In
    the presence of microorganisms,
    the corrosion intensity of cast i
    test specimens  increased to about

-------
500 mg/dm2 for specimens exposed
to pipe loop  water for  26 days.
Visual evidence of localized corro-
sion on cast iron specimens in the
presence of microorganisms was
clearly evident in this study. A major
influence of  microorganisms in
water distribution systems appears
to be that of promoting localized pits
on pipe  surfaces.  Decreases in
alkalinity were observed  in all cast
iron corrosion tests, possibly as a
result of the  formation of ferrous
carbonate from oxidized iron and
bicarbonate ions present in the
system.

The  results  of batch  tests to
determine  the  effectiveness of
hosphate compound (sodium meta-
phosphate,  sodium hexameta phos-
phate, and zinc polyphosphate)
additions to  water  supplies  for
corrosion control showed that these
compounds  did  not effectively
decrease the corrosion rate of cast
iron in a  galvanic test system (both
under unsaturated and super-satu-
rated  conditions with respect to
calcium carbonate) until a sufficient
amount of phosphate (greater than
20 mg/L as PzOs) had been added. In
nongalvanic test systems, zinc poly-
phosphate did not decrease cast iron
corrosion rates until the phosphate
dosage was greater than 10 mg/L
as p20s. The corrosion rate of cast
iron at a polyphosphate dosage of 20
mg/L as PzOs can be reduced by
increasing  the total alkalinity, pH,
and calcium concentration, as well
as by decreasing the concentration
of dissolved oxygen. In continuous
test flow systems, a polyphosphate
dosage of 20 mg/L decreased  the
cast  iron corrosion by about 56%,
whereas a  dosage  of 10 mg/L as
PzOs produced no corrosion inhibi-
tion after an exposure period of 28
days. Conventional corrosion indices
such as Langelier's saturation index
and  Ryznar's stability index were
unable to indicate the CaCOadeposi-
tion  or dissolution  tendencies of
phosphate-enriched waters,  since
the equilibrium  chemistry  of  the
phosphate-enriched water is differ-
ent  from  that  of  the  natural
bicarbonate-buffered water. Addi-
tion  of zinc  polyphosphate at a
concentration of 10 and 20 mg/L as
PzOs increased biological growths
(as indicated by standard  plate
counts) up  to 80 times as much as
     the untreated control. In both cases,
     a slight dissolved oxygen reduction
     was  observed in the phosphate-
     enriched systems. In actual distri-
     bution system management, addi-
     tional  chlorine residuals may be
     needed to control  microbiological
     growth caused by phosphate addi-
     tions to water distribution systems.


Reports Based on This Research
  The following publications were based
on research conducted under this grant:

Banerji, S. K., Knocke, W. R., Lee, S. H.,
  and O'Connor, J. T., "Biologically Medi-
  ated Water Quality Changes in Water."
  Proceedings, American Water  Works
  Assoc. Annual  Conference, Part  1,
  1977.
Lee, S. H., O'Connor, J. T., and Banerji, S.
  K., "Biologically Mediated Deterioration
  of Water Quality  in Distribution Sys-
  tems." Proceedings, American  Water
  Works Assoc. 5th Annual Water Quality
  Technology Conference, Kansas City,
  MO, December 1977.
Banerji, S. K., "Water Quality Deteriora-
  tion in Mains." Journal of the Missouri
  Water & Sewage  Conference, pp 46-
  56, 1978.
Lee, S. H., O'Connor, J. T., and Banerji, S.
  K.,  "Biologically Mediated  Corrosion
  and Water Quality  Distribution Sys-
  tems." Proceedings, American Water
  Works Assoc. 7th Annual Water Quality
  Technology Conference,  Philadelphia,
  PA, pp 137-166, 1979.
Lee, S. H., O'Connor, J. T., and Banerji, S.
  K.,  "Biologically Mediated  Corrosion
  and Its Effects on Water Quality  in
  Distribution Systems." Journal of the
  American Water Works Assoc., Vol. 72,
  pp 636-644, 1980.
Prahash,  T.  M., Banerji,  S. K.,  and
  O'Connor, J. T., "Development of a Pipe
  Manifold System for Monitoring Water
  Quality in Water Distribution Systems."
  Proceedings, American Water Works
  Assoc. Annual Conference,  Part  1,
  1982.
Banerji, S. K., O'Connor, J. T., and Huang,
  D. J. S., "Polyphosphate Additions for
  Corrosion Control in Water Distribution
  Systems." Proceedings, ASCE National
  Conference on Environmental  Engi-
  neering, Boulder, CD, pp 97-109, 1983.

  The full report was submitted in fulfill-
ment of Grant  No.R-804444 by the
University of Missouri-Columbia under
the sponsorship of the U.S. Environmental
Protection Agency.
    J. T. O'Connor and Shankha K. Banerji are with the University of Missouri,
      Columbia, MO 6521 J.
    Eugene W. Rice and Raymond H. Taylor are the EPA Project Officers (see below).
    The complete report, entitled "Biologically Mediated Corrosion and Water Quality
      Deterioration in  Distribution Systems," (Order No. PB 84-157 494;  Cost:
      $32.50, 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 Officers can be contacted at:
           Municipal Environmental Research Laboratory
           U.S. Environmental Protection Agency
           Cincinnati, OH 45268

-------
United States
Penalty for Private Use $300
                                                                                                  4J.S. OFFICIAL MAIL'
Environmental Protection
Agency
Offirial RiifimasR
Information
Cincinnati OH 45268

/^
/£
("
^,
	 '«X
•>-\nr-Ni(:-Ty
^Bffc* hn.'/ATE
/JSE S3^D
/ » *
nu\O J/i'^ VETER
UnVJ/ 30179*7
^
                          Pi>    U u u u 4 
-------