Bacterial Bioassay for Level I
       Toxicity Assessment
       Oregon State  Univ., Corvallis
       Prepared for

       Corvallis Environmental Research  Lab,, OR
       Mar  83
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                                             PB8 3-182257

                                           EPA-600/3-83-017
                                           March 1983
BACTERIAL BIOASSAY FOR LEVEL  I TOXICITY ASSESSMENT
                        by
               Kenneth J.  Williamson
                  Peter 0. Nelson
          Department of Civil  Engineering
              Oregon State University
              Corvallis, Oregon 97331
               Grant No. R806297010
                  Project Officer

                  David T. Tingey
                Terrestrial  Division
    Corvallis Environmental Research Laboratory
              Corvallis, Oregon 97330
    CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY
         OFFICE  OF RESEARCH  AND  DEVELOPMENT
        U.S.  ENVIRONMENTAL  PROTECTION AGENCY
              CORVALLIS, OREGON 97330
                     er
                NATIONAL TECHNICAL
               INFORMATION SERVICE
                   US. OfPARIVEN! Of COM»£RC£
                     WRMCflflO. M. 22161

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                                   TECHNICAL REPORT DATA
                            (Please readiHflnictions on llic rercni1 Injure iunip'.cling)
1. REPORT NO.
   EPA-600/3-83-017
                                                           3. RECIPIENT'S ACCESSION-NO.
4. TITLE AND SUBTITLE
  Bacterial  Bioassay for Level 1 Toxicity Assessment
                                                           5. RtPORT DATE
                                                            March  1983
                                                           G. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)

  Kenneth  J.  Williamson and Peter 0.  Nelson
                                                           8. PERFORMING ORGANIZATION REPORT NO.
            182287
9. PERFORMING ORGANIZATION NAME AND ADDRESS
  Department of Civil Engineering
  Oregon  State University
  Corvallis, Oregon 97331
                                                           10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO.
                                                             R806297010
 12. SPONSORING AGENCY NAME AND ADDRESS
   Environmental  Research Laboratory
   Office  of  Research and Development
   U.S.  Environmental Protection  Agency
   Corvallis, Oregon 97333    	
13. TYPE OF REPORT AND PERIOD CCVERFD
  final
14. SPONSORING AGENCY CODE
  EPA/600/02
15. SUPPLEMENTARY NOTES
  .Project Officer:  David T. Tingey   FTS 420-4521
1S. ABSTRACT


 Nitrifying bacteria were tested to determine their  applicability as a Level  I  bioassay
 organism.  Level  1 testing involves general bioassay and analysis procedures  that  will
 identify the presence  of toxicity in a given waste  stream.

 The toxicity of five metals and three organic  toxicants to the nitrifying  bacteria
 (Nitrobacter and  Nitrosomonas) were determined and  compared to other common  bioassay
 organisms.  In general,  bacterial exhibited somewhat lower sensitivity for general
 metabolic toxicants, but dramatically lower sensitivity for specific target-site toxi-
 cants.

 The application of the bacterial bioassay was  shown for two cases of Level I  testing:
 a field study of  a toxic industrial waste and  its pre-treatment and an assessment
 study of the potential  leachate problems for a flue-gas scrubber solid waste.
17.
                                KEY WORDS AND DOCUMENT ANALYSIS
                  DESCRIPTORS
                                              l>.IDENTIFIERS/OPEN ENDED TERMS
                                                                         C.  COSATI lidd/C.rOUp
1<3. DISTRIBUTION STATEMENT
 Release to public
                                              18. SECURITY CLASS ( This Report)
                                                                         21. NO. OF PAGtS
                                                                             87
                                              20. SECURITY CLASS (

                                                Unclassified
                                                                         22. PRICE
EPA Form 2220-1 (9-73)

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                                DISCLAIMER

Although the research described in this report hab been funded by the United
States Environmental Protection Agency through grant number R806297010 to
Oregon State University* it has not been subjected to the Agency's peer arid
policy review and therefore does not necessarily reflect the views of the
Agency and no official endorsement should be inferred.  Mention  of trade
names or commercial producst does not constitute endorsement or recommenda-
tion for use.
                                      ii

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                                  ABSTRACT
     Nitrifying bacteria were tested to determine their applicability as
Level 1 bioassay organisms.  Level 1 testing involves general  bioassay and
analysis procedures that will identify the presence of toxicity in a given
waste stream.

     The toxicity of five metals and three organic toxicants to the nitrify-
ing bacteria (Nitrobacter and Nitrosomonas) were determined and compared to
other common bToassay organisms.  In general, bacteria exhibited somewhat
lower sensitivity for general metabolic toxicants, but dramatically lower
sensitivity for specific target-site toxicants.

     The application of the bacterial bioassay was shown for two cases of
Level 1 testing:  a field study of a toxic industrial waste and its pre-
treatment and an assessment study of the potential leachate problems for a
flue-gas scrubber solid waste.

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                                   CONTENTS




Abstract	.	  ill

Figures	   vi

Tables	 viii

Acknowledgements.	   ix

    1.  Introduction	    1
              Background	,....,	    1
              Initial Studies	    3
    2.  Conclusions	    4
    3.  Reconmendations	    5
    4.  Research Plan	    6
              Approach	    6
    5.  Toxicity to Nitrifying Bacteria	    8
              Toxic Mechanisms to Bacterial Cells......	    8
              Kinetic Theory of Toxicity	    8
              Chenicals Causing Nitrification Inhibition	   10
    6.  Nitrifying Bioassay	   13
              Bi ochemi stry of Nitrifying Bacteria	   13
              Procedure	   15
              Culturing of Nitrobacter	   15
              Freeze-Drying	   15
              Bioassay	   17
              Data Analysis	   17
              Results	   18
              Nitrobacter Bioassay	   19
              Hi trosomona's Bioassay	   19
    7.  Acute Toxicity of Selected  Chemicals to Common Oioassay
        Organises	   26
              Lead	   26
              Cadcri itr.\	   28
              Copper	   28
              Zinc	   29
              Silver	   31
              Heptachl or	   31
              Endosul fan.	   35
              Pa rat hi on	   35
              Comparison  of  Nitrifying Bioassay to Other Test
              Or ga n i sins	   35
                                       IV

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    8.   Bacterial  Bioassay  Application to  Industrial Wastewater
        Treatment	   40
              Methods  of  Measuring  Toxicity to Activated Sludge	   40
              Laboratory  Studies  with Known Toxicants	   41
              Laboratory  Studies  with a  Metal Processing Wastewater....   43
              Field  Studies with  a  Fiberboard Mill  Wastewater	   43
    9.   Bacterial  Bioassay  Application to  Solid Waste Leachate.........   52
              BOF  Scrubber  Sludge	   54
              Extraction	   54
              Bioassays	   56
              Results	   56
   10.   Continuous-Flow Bacterial  Bioassay	   60
              Procedure	   60
              Results	   61
              Interfacing Anions  Present	   64
              Discussion	   64

References	   70

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                                   FIGURES

Number                                                                  Page
  p-v««^hww»                                                                  ^M^ fc^fc^

   1   Apparatus for Culturing Nitrifying Bacteria	   16

   2   (a) TCP Toxicity Measured by Reduced Substrate Utilization and
          (b) the Relative Metabolism Rate of Nitrobacter	   18

   3   Relative Metabolism of Nitrobacter vs. Dosage of Lead, Cadmium
          Copper, Silver and Zinc	   20

   4   Relative Metabolism of Nitrobacter vs. Dosage of Organic
          Toxicants	   21

   5   Summary of Relative Metabolism of Toxicants to Nitrobacter.	   22

   6   Relative Metabolism Rate of Nitrospmonas vs. Dosage of Lead,
          Cadmium, Copper, Silver, "and "Zinc.."'.	,	,   23

   7   Relative Metabolism of Nitrosomonas vs. Dosage of Organic
          Toxicants.	   24

   8   Summary of Sensitivities of Toxicants to Nitrosomonas	   25

   9   Toxicity Ranges (Thatched Bars) of Lead to Various Bioassay
          Organisms *(EC$0 for Algae)	   27

  10   Toxicity Ranges of Cadmium to Various Bioassay Organisms
          *(EC50 for Algae)	   29

  11   Toxicity Ranges of Copper to Various Bioassay Organisms
          *(EC50 for Algae)	   30

  12   Toxicity Ranges of Zinc to Various Bioassay Organisms
          *(EC50 for Algae)	   32

  13   Toxicity Ranges of Silver to Various Bioassay Organisms
          *(EC50 for Algae)	   33

  14   Toxicity Ranges of Heptachlor  to Various Bioassay Organisms
          *(EC5Q for Algae)	   34

  15   Toxicity Ranges of Endosulfan  to Various Bioassay Organisms	   36

  16   Toxicity Ranges of Parathion to Various Bioassay Organisms	   37

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Number                                                                  Page
  17   COD Efficiency in Response to Zn, TCP Toxicity (a)  and Relative
          Metabolism Rate of Nitrobacter at 50 nuj/t Zn and 10 mg/fc
          TCP (b)	   42

  18   COD Efficiency in Response to a Toxic Industrial  Wastewater
          (a) c»nd Relative Metabolism Rate of Nitrobacter  vs.
          Wastewater Concentration (b)	   44

  19   Flow Diagram for Fiberboard Manufacturing Operation	   45

  20   Flow Diagram for Fiberboard Uastewater Treatment Process	   46

  21   Relative Metabolism Rate of Nitrobacter vs. Concentration of
          Wastewater Tested	   48

  22   Evaluation of .Several Wastewater Treatment Methods  Using the
          Nitrobacter Bioassay	   49

  23   Assessment of Fungicide Toxicity Using the Nitrobacter
          Bioassay	   51

  24   Aqueous Leachate Toxicity	   57

  25   Acetate Leachate Toxicity, pH = 5.0	   58

  26   EDTA Leachate Toxicity, pH = 5.2	   59

  27   Continuous-Flow Bioassay Apparatus	   62

  28   Effects of TCP on the Metabolism of Nitrobacter (triangles
          represent restart of regular feed).....	   63

  29   Comparison of Batch and Continuous-Flow Toxicity of TCP	   65

  30   Effects of Cd2+ on the Metabolism of  NUrobacter (triangles
          represent time at which regular feed restarted)	   66

  31   Relative Metabolism Rate of Nitrobacter vs. Cd2+ Concentra-
          tion	   67

  32   Monitoring Toxicity  in the Presence of an  Interfering Anion
          (*Based on Electrode Reading) (Triangles represent restart
          of  regular feed)	   68
                                      VI 1

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                                   TABLES

Number                                                                  Page

   1   Level 1 - Bioassay Tests (After 6)	   2

   2   Various Mechanisms of Toxicity	.	   9

   3   Inhibitory Concentration for Biological  Nitrification (22)	  11

   4   Comparison of Sensitivity of Nitrobacter to Other Rioassay
          Organisms.	  38

   5   Comparison of Sensitivity of Nitrosomonas  to Other Bioassay
          Organisms	....	  39

   6   Maximum Permitted Levels of Toxic Contaminants	  53

   7   Sludge Metals Analysis.	  55
                                       Will

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                              ACKNOWLEDGEMENTS
     The contribution of our graduate students,  Elizabeth  Lundt,  Richard
Taug, Motasimur Khan, Diane Johnson, Michel  Cotillon,  Patricio
Guerreroritiz, David Kessey, and Jeff Chaffee,  is  gratefully  acknowledged.
Or. Norbert Jaworski, Director, U.S. EPA Laboratory,  Duluth,  Minnesota,
stimulated continued interest in this project end  provided crucial  review
while on sabbatical leave at Oregon State University.

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                                  SECTION 1

                                 INTRODUCTION
BACKGROUND
     Bioassay tests can be used to detect biologically Irrtnful  chemicals
whose effects can be manifested as cellular, genetic,  behavioral,  or meta-
bolic damage.  Many different bioassay tests are presently used by health
officials to detect toxic chemicals (1)(2).  For example,  the Environmental
Protection Agency (EPA) has developed a three-phased approach to performing
assessment of the toxicity of aqueous solutions (including solid waste
leachates); this program is divided into Level 1, 2, and 3 tests
(3)(4)(5).  Level 1 involves general bioassay and analysis procedures that
will identify the presence of toxicity in a given waste stream.  Level 2
tests are used to identify and quantify specific compounds associated with
the toxicity found in the Level 1 test.  Level 3 tests will provide more
detail concerning chronic health and ecological effects of the stream com-
ponents.

     The focus in the Level 1 tests is a complementary series of bioassay
tests.  These tests and their brief description are listed in Table 1 (6).
These tests j 'ovide no specific identification of the toxicant, but serve as
signals for a wide range of potentially toxic responses.

     The primary difficulty with the application of these tests is the com-
plexity that results in high costs.  The tests require highly trained per-
sonnel, modern laboratories, and long time periods.  A listing of estimated
unit costs for these tests are included in Table 1  (7),  Total costs could
exceed $5000 per sample for all the tests.  These costs appear reasonable
for a small number of samples.  However, in situations where wastew.-«er
compositions vary temporally or with process changes the cost of this as-
sessment program could be prohibitive.

     An attractive alternative to the bioassay organisms listed in Table I
for acute toxicity is lower levpl organisms, especially bacteria.  Such a
bacterial bioassay would be supplemental to the proposed Level i bioassay
tests and other health and toxicity tests and, hopefully, correlative.  The
advantage of  ising bacteria as compared to the other Level 1 bioassay organ-
ises  for acute toxicity would be greater simplicity, shorter testing times,
and lower cost.  Such a test cculd  be accomplished  within a  few hours by
chemical technicians and would involve minimal laboratory facilities.

      If a bacterial bioassay could  identify the presence of  a wide range of
toxic compounds, it could be widely used for  routine and continuous monitor-

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                            TABLE 1.  LEVEL  1 - BIOASSAY TESTS  (AFTER  6).
   Bloassay System
    Test Oroanism
         Purpose of Test
Unit Cost  (7)
Microbial  nutagenicity
Cytotoxicity
Freshwater and marine
static bioassay


Freshwater and marine
algal  assay
Range finding acute
toxici ty

Terrestrial  ecology
Nine different strains
of bacteria and one of
yeast.

Rabbit alveolar cells
and Chinese hamster
ovary cells.

Fathead minnow, daph-
nids, sheepshead min-
nows, and grass shrimp.

Freshwater and marine
algae.
Young adult rats.
Soil  inicrcorganisms.
                         To determine if a chemical mutagen
                         (possibly a carcinogen) is present.
                         To measure metabolic impairment and
                         death in mammalian cells.
To detect potential toxicity to
organisms present in aquatic en-
vi ronments.

To detect potential growth inhi-
bition and stimulation effects on
primary producers.

Whole animal test to detect poten-
tial toxic effects to mammals.
To determine potential inhibition and
stimulation effects on so:l micro-
organisms.  These data are useful if
the effluent is used for crop irriga-
tion.
  $   350



      250



    1,250



    1,373



      330


    1,280
                                                               TOTAL  COST
                                                                    $5,348

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ing, and assessment of a wide number'of waste streams.   It  potentially  could
be used to survey wastewaters discharged to fresh and marine  environments,
to public and private treatment facilities, and to terrestrial  environ-
ments.  The test could potentially identify industrial  wastes requiring
pretreatment and/or compliance with pretreatment standards  (8).  In  addi-
tion, this test could identify hazardous solid wastes  by detection of toxi-
city in leachates (9).  Due to its low costs, the test  could  be used to
identify which chemical  or physical fraction of a toxic wastewater contained
the toxicant (1).  The need definitely exists for a simple,  rapid, low  cost
bioassay test and a bacterial bioassay potentially could fulfill  this
role.  Previous researchers (10) (11)(12)(13) have shown the applicability  of
bacterial bioassays using nitrifiers, marine luminescent bacteria, and  mixed
heterotrophs for a wide range of toxicants.

Initial Studies
     Williamson (10) has reported initial development of a bacterial  bio-
assay test using Nitrobacter.  These organisms are strict aerobes which
obtain their energy from the oxidation of nitrite to nitrate.  Carbonate is
their sole carbon source.  These organisms were chosen over other heterotro-
phic bacterial species such as used by Bauer, Seidler, and Knittel (13)
since the cells can be grown in a simple aqueous medium of nitrite, oxygen,
carbonates, phosphorous, and basal salts and, therefore, the growth medium
does not contribute organics to the bioassay test.  In addition, these auto-
trophic organisms do not metabolize organic toxicants.  The growth medium
has low levels of inorganic salts as opposed to the high levels in the bac-
terial luminescence assay developed by Bulich  (11) and Buiich, et al. (12)
and thus complexation of metal toxicants is avoided.  Methods were developed
to  freeze-dry and reconstitute Mitrobacter so that standard organisms could
be used by a wide number of laboratories.  The results of this work were
promising enough to warrant further research to determine the applicability
of the autotrophic nitrifying bacteria as test organisms for a Level 1
bacterial bioassay.

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                                  SECTION 2

                                 CONCLUSIONS
     Nitrifying bacteria can be used as Level 1 bioassay organisms to detect
acute toxicity of aqueous solutions.  The bacterial  bioassay is simple,
rapid, and lr-w cost and could be standardized using  freeze-dried organ-
isms.  It may be useful in cases where comparative toxic levels of a large
number of samples are required, or for field application with limited equip-
ment and personnel.

     The bacteria bioassay with either Nitrobacter or Mltrosomonas exhibits
somewhat lower sensitivities for general metabolic toxicants (such as heavy
metals) compared to other common bioassay organisms, but exhibits dramat-
ically lower sensitivity for specific toxicants (such as pesticides).

     The bacterial bioassay can be used to determine relative toxicities of
aqueous solutions to verify theoretical models of chemical composition
(e.g., toxicity of cadmium speciation), to optimize treatment of toxic
wastewaters, or to assess toxicity of solid waste leachates under various
leaching conditions.  A continuous-flow bacterial bioassay can be used to
continuously monitor for toxic discharges from point sources.

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                                  SECTION 3

                               RECOMMENDATIONS
     The bacterial  bioassay should be considered for adoption  as  a  Level  1
bioassay test by the EPA.   The EPA could develop facilities  to provide
freeze-dried nitrifying organisms to the public for such testing.

     The continuous-flow bacterial bioassay should be further  developed  to
detect discharges of toxic wastes from selected point sources.  Such testing
could substantially reduce toxic loads to municipal  treatment  facilities and
the nation's waterways.

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                                  SECTION 4

                                RESEARCH PLAN
     From the initial  studies with Nitrobacter, two important considerations
for further research were identified.  First,  it was questioned  whether the
similar autotrophic organism Nitrosoinonas also could be used as  a  test or-
ganism in addition to Mitrobacter.  Several  studies had suggested  that some
chemicals that had low toxicity to Nitrobacter had a higher sensitivity to
Nitrosomonas.  Second, it was unknown what the relative sensitivity of these
two bacterial genera were to other bioassay organises.   A comparable sensi-
tivity to other organisms would be required for adoption of a bacterial
bioassay.        t

     Rased on these two questions and other consideration for application,
the objectives of this study were developed as:

     1.   Develop methods to successfully freeze-dry Nitroso;nonas.

     2.   Determine the toxic concentrations of a wide  range of  known toxi-
          cants to Nitrohacter and Nitrosomonas.

     3.   Compare the concentrations from Objective 2 to known toxic levels
          for other health and ecological bioassays presently used.

     4.   Develop and describe the use of nitrifying bacteria to estimate
          toxicity and the type of toxicant present in complex wastewaters
          or leachates.

     5.   Develop a continuous, on-line monitoring system using nitrifying
          bacteria to determine the presence of toxic materials  in waste-
          water streams and/or compliance with pretreatment standards.
APPROACH

     To fulfill the objectives described, the project was divided into five
research tasks:

     1.   A literature review of the toxic levels to common bioassay organ-
          isms of several organic and inorganic toxicants.

     2.   Determination of the toxic levels of these same organic and inor-
          ganic toxicants to Nitrobacter and Nitrosomonas.

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     3.    Development of freeze-drying techniques for N1trosomonas.

     4.    determination  of toxic response to Mitrobacter  of  complex  waste-
          waters of two  types of toxicants:   an industrial waste  from  a
          fiberboard manufacturer and a simulated leachate from a solid
          waste.

    .5.    Development of a continuous-flow technique using specific  ion
          electrodes to  continuously monitor for a toxic  response.

     A description of the experimental procedures and results for each of
these phases are contained in the following sections.

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                                  SECTION 5

                       TOXICITY TO NITRIFYING BACTERIA
     Numerous studies have been conducted on the mechanisms  of toxicity to
bacteria including the nitrifiers.  In this section this information is
reviewed to allow assessment of what.types of toxic chemicals could probably
be detected with the proposed nitrifying bioassay.


TOXIC MECHANISMS TO BACTERIAL CELLS

     Several different mechanisms exist by which 
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                 TABLE 2.  VARIOUS MECHANISMS OF TOXICITY
       Inhibitor
            Toxicity Mechanisms
Heavy Metals
(general)
(1)   interference with  cell  wall  synthesis
(2)   decreased oxidative enzyme activity
(3)   deactivation of DNA,  RNA,  and  proteins
Specific Heavy Metals

Hg


Ag

Cu

Zn
(1)  reacts with sulfhydryl  (SH-)  groups of
     the cells decreases enzyme activity

(1)  formation of metal  complexes  with
     polynucleotides, ONA,  RNA

(1)  binds with DNA
(2)  coagulation of bacterial  cell colloid

(1)  complexation with essential  nutrients
Phenols
(1)  disrupt cell  membranes
(2)  inhibition of oxidase enzymes
(3)  protein precipitation inside the cells
Alcohol
(1)  inhibition of respiration
(2)  inhibition of phosphorylation
(3)  damage to the cell  membrane
NH^-based Compounds
(1)  inhibition of bacterial  oxidases
(2)  inhibition of dohydrogenase system
     (protein denaturation and enzyme
     suppression)
Chlorine
(1)  attacks sulfhydryl (-SH) groups of
     enzymes involved  in metabolic pathways
Acid  (Hf)
   or
Base  (OH")
(1)  displaces ion species such as Ma+,
     Ca++ from absorption sites of the cells
(2)  cell wall damage
Organophosphate
Pesticides
Carbanate  Pesticides
Organochlorirle
Pesticides
(1)  inhibition of acetylcholinesterase
(2)  respiratory toxicity, high dermal
     toxicity

(1)  inhibition of acrtylcholinesterase
())  actions on nerve fibers; activities in
     the ncsrves still unknown
(2)  inhibits Na"1', K+, Mg1"*, ATP
 Chlorinated  C.yclodienes
(1) neurotoxicity mechanism unknown

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     Enzyme inhibition can ho identified as competitive  or noncompetitive.
Competitive inhibition requires the interaction of an  inhibiting  or  toxic
agent, I, with the enzyme and the enzyme-substrate complex,  to  fonn  an  en-
zyme-inhibitor complex.  The resulting Michaelis-Menten  relationship is:
                                                                        (2)
where     K  = "half velocity" coefficient with competitive inhibition.

Due to inhibition, K  will always be larger than K .   With nonconpetitive
inhibition, the inhibitor can react with the enzyme to form an inhibitor-
enzyme complex and with the enzyme-substrate complex  to form an enzyme-
substrate-inhibitor complex.  The appropriate Michaelis-Menten relationship
        = ~kn S+K
where     k  = maximum rate of substrate utilization with noncompetitive
               inhibition.  Due to inhibition, kp will always be less
               than k.

     Typically a toxic agont will result in both competitive and noncompeti-
tive inhibition.  In the presence of a toxicant, the nitrifying bioassay
should detect either competitive and/or noncompetitive inhibition since the
Ks values for both NO^-N and NH^-N are less than 1 mg/£ (16).


CHEMICALS CAUSING NITRIFICATION INHIBITION

     Nitrifying bacteria can also be significantly affected by toxic sub-
stances  in the aqueous environment.  Numerous researchers have investigated
the effects of chemicals on biological nitrification  (17-24) which is sum-
marized  below.

     A variety of materials, including heavy metals, chlorates, cyanides,
alkaloids, mercaptans, urethancs, quanidines, methyl amines, nitrouroa,
thiourea, phenolic compounds, cresols. halogonated solvents, chelating
agents,  and certain fatty acids, can be toxic to nitrifying organisms
(22}.   Inhibitory concentrations of various metals and organics are listed
in Table 3.  Specific  inhibitor may rosult in death of l.he nitrifying bac-
teria,  in temporary reduction of metabolism with resumption of normal nitri-
fication rates after removal of the inhibitor, or in only a decrease in the
grorftr-  rate.  The effects of inhibitors vary between  Nitrosomonas arid
Nitrobacter with Nitrosomonas more sensitive to most  toxicants.
                                       10

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TABLE 3.  INHIBITORY CONCENTRATION FOR BIOLOGICAL NITRIFICATION  (22)





         Inhibitor                          Toxic Level?,  (mg/f,)




   Cobalt                                          59.0



   Copper                                          20.0



   Chromium                                         0.25



   Mercury                                          2.0



   Nickel                                          11.7



   Silver                                           0.25



   Zinc                                             3.0



   Thiourea                                         0.076



   Thioacetamide                                    0.53



   Aniline                                          7.7



   Guanidine  Carbonate                              16.5



   Phenol                                           5.6



   Sodium Cyanide                                   0.65



   Ally  Alcohol                                     19.5



   Methyl Isothiocyanate                            0.80



   Mercaptobenzothiazole                            3.0

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     Lees and Simpson (24) studied the effects of chlorates,  chlorite and
cyanate on nitrite oxidation by Nitrobacter.   They proposed a specific bio-
chemical mechanism for the effects of Inhibitors on nitrite oxidation.
Cyanate inhibited nitrite oxidation, but the  effect was  reversible.
Chlorate caused a gradual decrease in the rate of nitrite  oxidation and was
irreversible.  Cytochrome 551, an important nitrite oxidizing enzyme, is
destroyed by chlorite, explaining its inhibitory action.

     The effects of copper, nickel, zinc, a fungicide, and a  wastewater on
both carbonaceous oxidation and nitrification in activated sludge  units are
studied by Green, et al.  (18).  Significant decreases  in nitrification were
noted with the metals, the fungicide, and the wastewater.  Jackson and Brown
(20) presented a comprehensive review of metals and organics  that  are toxic
to aerobic treatment processes.  Cadnium was nontoxic  at concentrations
below 5 mg/£.  They compared toxicity levels of heterotrophic bacteria to
autotrophic nitrifiers and demonstrated the sensitivity  of nitrifying bac-
teria to toxic materials.

     Tomlinson, et al. (23) developed a simple short-tenn  test  for inhibi-
tion of nitrification in  activated sludge.  This method  was applied in
screening numerous organic compounds and several netals  for  inhibition of
amnonia oxidation,  ftetals were (must less toxic to nitrification  in acti-
vated sludge cultures than in pure~cuHures.  Complexing of metals with
organic matter in sludges is a likely explanation.  Downing,  et al.  (17)
used a  similar procedure  to screen numerous organics for toxicity to  nitri-
fication.  Hockenbury and Gra.iy  (19) also studied the  inhibition  of nitrifi-
cation  by selected organic compounds.  Hitrosononas was  much  more sensitive
to the  compounds tested than Nitrobacter.  High ammonia  concentrations were
found to  be  inhibitory to nitrite oxid'ation by Hitrohacter.   The  effects  of
phenols and heterocyclic  bases on nitrification were investigated by
Stafford  (21).  Phenol inhibited ammonia oxidation at  4  to 10 mg/i,  but
levels  as high as 100 mg/«. failed to affect nitrite oxidation.  On the other
hand, pyridine completely  inhibited Nitrobacter at 100 mg/?,,  whereas
Hitrosomonas was only partially  inhilnted.  Holland and  Green  (25) also
reported  on~'the  inhibition of ammonia oxidation by metals  and organics.

      In general, these reported  results  for the toxic  response  of the nitri-
fiers suggest  that these  organisms could detect a wide range  of both  organic
and  inorganic  toxicants.   Few compounds  show a specific  toxicity  to  nitri-
fiers that would not  induce a toxic  response  in other organisms,  so the
potential for  "false-positive"  results does not appear significant.

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                                  SECTION 6

                             NITRIFYING BIOASSAY
     The nitrifying bioassay, as proposed, uses cultures  of  either
Nitrobacter or Nitrosomonas - Kitrobacter as the test  organisms.   In this
section, the methods for the bioassay test will be described and  results
from bioassays using eight chemicals given.  The eight, chemicals  were  chosen
to provide a wide range of inorganic and organic toxicants and  included
lead, cadmium, copper, zinc, silver, heptachlor, enciosulfan, and  para-
thion.  The relative sensitivitiy of the nitrifying organisms to  these chem-
icals is compared to other test animals used in standard  bioassay tests in
Section 7.
GIOCHEKISTRY OF NITRIFYING BACTERIA

     Autotrophic nitrifying bacteria derive their energy from the aerobic
conversion of nitrogen in the form of ammonium to nitrite to nitrate as:
Ni trosomonas
       Hj + 3/2 02 > N0~ + 2H4"
Ni trobacter
      N0~ +•  1/2 02 .+ N0~  .                                              (5)
     Carbon dioxide  (or carbonate  in the aqueous system) is the sole carbon
source for the organisms.  The- equations for energy yielding reactions can
be  combined with equations for organism synthesis to form overall synthesis
oxidation relationships.  Equations for synthesis-oxidation, using represen
tative iMC'.isiirements  of yields to the generalized cell composition of
and oxygen consumptions are  (26):
                                       13.

-------
HI trosomonas

      55 NH* + 76 0, f 109 HCOZ > CcH,NO, + 54 NO I + 57 H,0 + 104 H0CO~
           4       t          ,5    b /  £        /:       i         f.  3

                                                                        (6)


Nitrobacter
                                                                        (7)
      400 NO  + NH  + 4 H2C03 + HCO^ * 195 02 *- C5H?N02 + 3 H20 + 400
     Experimental cell yield values ranged from 0.04 to 0.13 g volatile
suspended solids (VSS) per g ammonia-nitrogen oxidized for Nitrosomonas, and
from 0.02 to 0.07 g VSS per g of nitrite-nitrogen oxidized 'for Nitrobacter
(26).  Thennodynamic calculations produce values of 0.29 and 0.084 for
Nitrosoinonas and Nitrobacter, respectively (26).

     The substrjte utilization rate of the nitrifying bacteria have been
found to conform to the Honod relationship (16,?.6,27) as shown in Eq. (1).
Williamson and McCarty (16) measured half velocity coefficients for
riitrohacter and Hitrosomonas - Nitrohacter of 0.07 mg NO? - N/£ and 50 mg
NH^ - N/i, respectively.  The maximum substrate utilization rate ranged from
1 to 4 mg fl/mg total suspended solids (TSS) - day.

     Because the substrate concentration in a bioassay test will always be
greater than the K  value, the substrate utilization rate  (r) will be rela-
tively constant ana equal to -kX.  The growth rates as shown by the cell
yield values are very low.  Therefore, either organism is quite suitable for
batch bioassay tests because of the relatively linear uptake of substrate
over test periods of several hours since X will not change significantly
from metabolism of a few mg/i of nitrogen.

     Numerous investigators have studied and reported on the parameters that
affect the inorganic netabulisin of nitrifying bacteria (24,28-32).  Lees and
Simpson (24) did the classic study on the biochemistry of nitrite oxidation;
they found that the cytochromes were intimately involved in the oxidation of
nitrite to nitrate.  Furthermore, the study suggested that inhibitors act by
destroying the required cytochrome.  Painter  (29) presented a comprehensive
literature review on  inorganic nitrogen metabolism  in microorganisms.  He
reported that nitrifying bacteria were extremely  susceptible to toxicants.
The effects of environmental conditions, such as  pH, temperature, and dis-
solved oxygen, were also reported.

     Nitrifying organisms prefer alkaline pll and  were  found to grow best at
pH values ranging from 6.3 to 9.4  (29).  Hong-Chong and Loehr (32) found an
optimum pH for Nitr^bacter of 7.3.

-------
     Temperature also affects the metabolism of the organisms, although
reported optimum ranges vary widely (29).   In general, the optimum growth
temperature is within the range of 25 to 40°C.

     Studies on the effect of dissolved oxygen (00) concentration on the
growth of nitrifiers have shown varying results (26,29).  Loehr  (33) showed
that 00 for nitrification is not limiting above 1.0 mg/£.  In the bioassay,
the DO level was maintained above 2 mg/A to assure that  oxygen was not lim-
iting.
PROCEDURE

Culturing of Nitrobacter

     Enriched oiltures of Nitrohacter and Hitrosononas -  Nitrohacter  were
grown in a down-flow column similar to the procedure used by  Williamson and
McCarty (16) (Figure 1).  The 15-cm by 72-crr. columns were packed  with poly-
pthylene beads to prevent washout of cells.  Feed for the organisms consist-
ed of 30 rog/t nitrite-nitrogen (as NaN02) Or 10 mg/t ammonia-nitrogen (as
NM4SOd), 0.2 ng/Jt phosphorous (as K2MP04), and 20-30 mg/z oxygen  in
Corvallis tap water, which supplied the micronutrients and bicarbonate for
growth.  The pH of the feed solution was maintained around 7.0  The column
temperature ranged from 20 to 30°C.

     Bacteria were removed from the taps on the column in a slurry of organ-
isms and beads which separated readily in a separatory funnel.  The organ-
isms flocculated and were concentrated by settling in the bottom of the
funnel; the beads were returned to the column.

Freczn-Drying

     Freeze-drying provides a means to preserve organisms indefinitely to
allow storage and shipnent without special handling such as refrigeration.
Successful  freeze-drying of a microorganism depends first on the proper
selection of a cryogenic protective agent.  Although much work has been done
on  freeze-drying bacteria, no work has been reported for Nitrobacter  or
Nitrosomonas.  The most successful method found was to freeze the organisms
rapidly  in  a" dry ice-acetone bath in a solution of 10 percent sucrose and  1
percent gelatin.  Slower methods apparently lysed the bacteria with large
ice  crystals, and consequently no survival was obtained.

     The bacteria were removed from the column and washed in glass-distilled
water and centrifugod  to remove excess water.  They then were suspended in
an  approximately equal volume of the cryogenic protective agent of a  solu-
tion of  10  percent  sucrose and 1 percent  gelatin.  Two inn of this suspension
then was pipetted into each of several 20 mi glass ampules.  The ampules
were then  frozen in  an acetone-dry  ice bath, attached to a freeze-dryer
which removed the water  from the frozen suspension, sealed, and stored.

-------
      FEED
      TANK
n
                 OXYGENATOR
                    t
               BEADS-
      -I  FLOWMETER
        VALVE    TAps
          WATER
          BATH
                    EFFLUENT
                     i
Figure 1 .  Apparatus for Culturing Nitrifying Bacteria.

                   16

-------
     Rehydration and resuspension was done with a solution of approximately
5 rog NC^-H/C for Mitrobacter and 5 mg tlH^-N/ft  for Nitrosononas.  Each am-
pule was broken open ancffmfc of the solution was added dropwise.  After the
cells were resuspended, they were washed twice to remove as much of the
protective agent as possible.  The cells then were ready to be used for
toxicity testing.

Bioassay

     Nitrohacter -- The bioassay procedure for fiitrobacter cultures was as
follows:

     1)   Fifty rod of the desired concentration of NaN02 (100 mg/« fJO^-N
          for long-term test and 15 mg/fc for short-term test) was prepared
          with the selected concentrations of toxicants and was placed in a
          250 mfc Erlenmeyer flssk.  Another 50 mi of the same concentration
          of nitrite solution was placed into a similar flask as the con-
          trol.  The metal toxicants were added as lead nitrate, silver
          nitrate, cadmium chloride, copper nitrate, and zinc chloride; the
          toxic organics were all analytical grade (Polyscience Corp.).  pH
          was adjusted to 7.0.

     2)   An equal volume of Hitrobacter suspension was placed  in each flask
          and the  flasks were shaken at a constant temperature  for several
          hours.   The cells suspension was added to give an initial absorb-
          ance reading 'in a 1-cm cuvette of from 1 to 2.

     3)   One mi of each solution was taken out periodically and measured
          for nitrite colorimetrically (34).

     4)   Dry-weight of the biomass was determined at the  end of the experi-
          ment by  filtration of the solution and by drying at 105°C for one
          hour.
     Nitrosomonas  - Mitrobacter — The bioassay procedure  used  for
Nitrosoinoinas - NTtrobacteV was similar to that for Nitrohacter  except that
the  pH  of all  solutions were maintained at 7.5.  In Step 1 the  solutions
were prepared with (NH^SO^ stock solutions and in Step 4, NH^ uptake was
measured colorimetricaTly by the brucine method  (34).
DATA  ANALYSIS

       NO^-N  or  NII^-N concentrations  versus  time  for  each  flask were  plotted
and the  slope determined  by  a  best  squares  fit;  an example  plot  is shown  in
Figure 2a  for 2,4,5-trichlorophenoI  (TCP).   A  comparison  of the  calculated
slope of each line with the  slope  obtained  for the control  yielded the  rela-
tive  metabolism rate (relative rate  of  either  UO^-N  or  NH^-N oxidation) of
the test solution.  These rates are  plotted versus concentration of  the
wastewater or toxicant; a reduced  rate  of metabolism confirms a  toxic  re-
sponse from  the wastewater sample.   This  is shown  for TCP in Figure  2b.
                                       17

-------
   ~   o
   CT
   e
  '&
   UJ
   co   3
   UJ
   c:
   uj   4
   o
30      60     90      120
          TIME (min)
                                              150
METABOLISM RATE
rnOBACTER (%)
Ul -i C
O 01 C
I! »
< o
_j
UJ
n
—
—












.
.


               02^58
                TCP CONCENTRATION  (ma/I)
Figure  2 .  (a) TCP Toxicity Measured  by Reduced Substrate
           Utilization  and' (b) the Relative Metabolism
           Rate of Mitrobacter.
                           18

-------
RESULTS

jfitrobacter Bioassay

     The dose-response curves  for Nitrobacter from the eight toxicants are
shown in Figures  3 and 4.  No  significant inFibition was obtained for para-
thion except at values above 20 ;ng/n which is the solubility limit.  The
extrapolated 50 percent and 90 percent relative-metabolism levels are shown
in  Figure 5; it was judged that these values would represent the range of
maximum sensitivities that could be expected in routine application of the
bacterial bioassay.  These ranges varied for the netals from about 10  to  c
1(T  ug/fc for silver to 1  x 10  to 1 x 10° vg/t for zinc, and from 10  to 10-
      for the organics.
     All of  the  results  in  Figures 3 and 4 wore for a 4-hour exposure.  An
experiment was conducted with cadmium to determine how much the sensitivity
could be increased  by  longer exposure.  The results of increasing the expo-
sure to 24 hours are shown  in Figure 3.  The GO percent relative metabolism
rate was reduced from  4  x 10   moles/.l for 4 hours to 6 x 10   moles/* for
24  hours.  Of course,  the increased exposure time would result in greater
cost of test analysis.

jjjtrosonionas Bioassay

     The dose-response curve for  Mitrosononas  for seven of  the eight  toxi-
cants are shown  in  Figures  6 and  7.  Only a slight inhibition was obtained
for parathion.   The 50 percent and 90 percent  relative metabolism rates were
extrapolated to  estimate the range of maximum  sensitivity and are shown in
the bar graphs  in  Figure 8. The  ranges were similar to the values obtained
for Nitrobacter  for lead, cadmium, copper, and silver; however, Nitrosomonas
exhibited increased sensitivities for zinc, endosulfan, heptachlor, and
parathion.
                                       19

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                                                 Lead
         ICT'
10
                       Metal Concenfrafion  (moles/I!
Figure 3 .   Relative Metabolism of Nitrpbacter versus Dosage of
            Lead, Cadmium, Copper, Silver and Zinc.

                              20

-------
r-o
          100
           80
       o   60

       o
       a>
       cu
       a:
          20
           0
                         Endosulfan
Heptachlor
Parathion
            0     1C    20   30   40     0    !0    20    3O    O

                                         Concentration (mg/l)
                 100   20O  300   400  500
             Figure 4 .  Relative Metabolism of Nitrobacter versus Dosage of Organic  Toxicants.

-------
             10'
             icr
             10'
          en
                      50%
                      ,90%
                                           5O%
                                          -9 O %
                                                                50%
                                                                90%
                                                                50%

                                                                /x^
                                                                -90%-
                                                                                    50%
                                                                                               50%
                                                                                               90%
PO
ro
a
             IG1
                                           50%
             10'
                      LeoJ     Cadmium    Copper     Silver      Zinc    Endosul/on  HepiacMor  Paralhion
                  Figure  5.   Sunsnary of Relative Metabolism of Toxicants to Nitrobacter.

-------
                                         Lead
          10
                                             -3
10"°     !0'J     !0"*     10

Metal Concentration  (moles/I)
10'
                                                     -2
Figure  6 .   Relative Metabolism  Rate  of  Nitrpsomonas  versus
            Dosage of Lead,  Cadmium,  Copper,  Silver,  and Zinc.
                              23

-------
   100
 E
 en

 75
 JD
 o

 0)

 IS

 a>
a>
rr
901-
    80
                         Endosufan
                                                              Heptachlor
      0
          10      20      30      40      0     50

                            Concentration  (mg/l)
                                                             100    150
200
        *

   Figure 7.  Relative Metabolism of Nitrosomonas versus Dosaqe of Organic Toxicants

-------
ro
             io-
             10'
                      5O%
                      90%
                                          50 %
                                5O%
                               ,90%
                                         '90%'
90%
                                                               50 %
                                                                         90 %
          UJ
             I0
                                                    50%
                                                    90%:
              •>0_
             10"
                                                                                               No
                                                                                              toxic
                                                                                            response
                     Lead     Cadmium   Copper     Silver      Zinc   Endosulfcn lleptachlor Parathion
                     Figure  8 .  Summary of  Sensitivities of Toxicants  to  Nitrosomonas.

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                                  SECTION 7

      ACUTE TOXICITY OF SELECTED CHEMICALS TO COMMON BIOASSAY ORGANISMS
     In this section the acute toxicity of eight chemicals are summarized
and these values compared to the toxic concentrations measured for the  ni-
trifying bacteria (Section (,;.  The eight, chemicals were to provide a wide
range of inorganic and organic toxicants and included load, cadmium, copper,
zinc, silver, heptachlor, eridosul fan, and parathion.  The majority of the
literature has heen compiled in a  series of reports by the Office of Uater
Regulations and Standards, EPA, under the titles "Ambient Water Quality
Criteria for ..."  Appropriate citations are made to these references which
are available for all eight chemicals except parathion.


LEAD

     The toxicity of lead in water, like that of other heavy metals, is
affected by pH, hardness, organic materiali, and the presence of other
metals.  Maximum and minimum range values of the l.C^Q/EC^Q levels for
Daphnia, two vertebrates, freshwater algae, and phytoplahkton are shown by
the thatched bars in Figure 9  (35).

     Chapman (36) used three different levels of water hardness for acute
tests with Daphnia inagna.  The results showed that daphnids were three  times
more sensitive to lead in sofi. water than in hard water.  The toxic levels
were approximately 1 mg/n.  Several tests (37,38) showed that lead is acute-
ly toxic to rainbow trout in the range of 1,000 to 500,000 ug/£.  The wide
range is attributed to complexation of the load by inorganic anions in  hard
waters.  Chronic tests showed  that most of the trout developed spinal de-
formities in hard water with concentrations of measured lead of 850 yg/£ and
above, and in soft water with  lead concentrations as low as 30 ijg/c, (37).
Similar to the trout data, Tarzuell and tfcndorson (39) and Pickering and
Henderson (40) showed toxicity of  lead with LCcg values from 2.4 to 542 mg/?.
to fathead minnows depends upon the hardness or the water.

     Monahan ('".) and Malanchuk and Gruendling  (42)  reported acute effects
to freshwater algae of from 500 to 26,000 yg/e.  dossier (43) showed phyto-
plankton to be equally sensitive with  inhibition and death  is in the 2,000
to 60,000 ug/a range.
                                       26

-------
ro
                   10*
                  10'
                  ic
 o
 in
O
_J
                   10' -
                  10'
      ,0
                           Daphnia    Rainbow    Fathead      Algae
                                         trout      minnow
             Figure 9.  Toxicity Ranges of Lead to Various Bioassay Organisms (*ECSQ for Algae)

-------
CADMIUM

     In general, the range of acute toxicity for cadmium to the hioassay
organisms was about 10 to 100,000 ug/?. (44) (Figure 10).  A reduction in the
toxicity associated with increased hardness became evident for both the fish
and invertebrate species.

     Rainbow trout exhibited acute ranges of 96-hr LCj-n's in both static and
flow-through tests of 1 to 7 ug/£ (38,46-48).  A 200-hr LC50 value of 0.7
pg/Jl for rainbow trout was determined by Chapman (45), not significantly
lower than the 96-hr LC^Q values.

     After trout, Daphnia magria was found to be the next most sensitive
species tested with LC5Q values" from iO to 140 ug/£ (49,50).  Fathead min-
nows were relatively insensitive with LCcn's from 2,000 to 74,000 ug/£
(51,52).

     Reduction in growth rate was the major toxic effect observed with a-
quatic algae.  EC™ values for freshwater algae ranged from 5 to 250 ug/t
(44).  Two species of saltwater phytoplankton had 96-hr EC5Q values of 160
and 175 ug/l based on growth inhibition (53).  the values are considerably
above the chronic values for other saltwater animal species tested (44).
COPPER

     Copper toxicity is strongly dependent upon organic and inorganic com-
plexation and, as such, varies widely with chemical characteristics of
aqueous solutions (54).  The range of copper toxicity for various bioassay
organisms ranged from 5 to 8,000 yg/£ as shown in  Figure 11 (55).  Low alka-
linity waters consistently showed higher toxicity.

     Cairns, et al.  (56) indicated that daphnids are more resistance to
copper at low temperatures in acute tests.  The LC^Q for Daphnia magna
ranged from 10 to 200 ug/'- (54).  Rainbow trout c.re about equally sensitive
as Daphnia with a 'range of LC^0's of 20 to 500 iig/i depending on the hard-
ness of the water (45,57).  Chckoumakos, et al. (57) have reported adult
rainbow trout are approximately 2.5 to 3.0 times nore resistance to copper
than juveniles.  Brown, et al.  (58) showed a quantitative decrease in the
acute toxicity of copper to trout with increases in naturally occurring
organic chelating agonts.  The  fathead minnow was  about equally sensitive to
copper as rainbow trout as shown  in Figure 10 (55).
     Copper  is known  for  its  algicidaJ  and herbicidal characteristics.
Concentrations that  inhibit growth  range  fron  1 to 8,000 ixj/t  (55).   Salt-
water algae  appear to be  as sensitive  as  freshv.-ater algae.

-------
PO
                   icr
                   10
 O   2
JMO
                   10'
                   10
                     0
                           Daphnia     Rainbow     Fathead      Algae*

                                         trout      minnow
       Figure 10.  Toxicity Ranges of Cadmium to Various Bioassay Organisms  (*EC5Q for Algae)

-------
UJ
o
                    IOV

 o
 to
O
                    10'
                   10
                      0
                            Daphnia    Rainbow    Fathead     Algae*
                                          trout     minnow
           Figure  11.  Toxicity Ranges of Copper to Various Bioassay Organisms (*EC -for Algae)

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ZINC

     Zinc is an essential trace element for all  organisms  which,  at  higher
concentrations, can be toxic.  The range of acute values  for freshwater
organisms is from 30 to 38,000 pg/fc (Figure 12)  and has been found to  be
similar for fish and invertebrates (59).  The toxicity of  zinc  compounds  to
aquatic organisms is modified by several environmental factors, in particu-
lar, water hardness, dissolved oxygen and temperature.  The EPA criterion
for zinc in domestic water supplies is less than 5,000 ug/t (60).

     The LC^Q value for Dapnnia ranged from 100 to 655 ug/2. depending  on  the
water hardness (36,61,6277Rainbow trout and fathead minnows showed much
wider ranges of 90 to 4,700 gg/t and 600 to 35,500 yg/fc,  respectively
(59).  Algae exhibited growth inhibition effects from 30 to 5,100 yg/S, (59).
SILVER

     Acute and chronic data for the toxicity of silver to aquatic organisms
shows o wide variation.  For the four bioassay groups in Figure 13,  the
acute values for silver range from 0.25 ug/fc for the Daphnia magna to 1,000
vg/l for algae (63).  The data base showed that the acute toxicity of silver
apparently decreases as hardness increases.  Paphnia exhibited an LCgn sen-
sitivity range of 0.25 to 49 ug/2. with most values TTeing in the few micro-
gram per liter range (64).  In comparison, rainbow trout data ranged from 5
to 280 ug/£ and fathead minnows from 4 to 230 jjg/ft (64).  Various growth
inhibitions to algae occurred in the range of 30 to 1,000 ug/fc with complete
inhibition of growth at a few hundred micrograms per liter (63).


HEPTACHLOR

     Heptachlor has been a widely used pesticide for general insect control
throughout the United States.  It is a chlorinated hydrocarbon which has
been shown to be toxic to aquatic life, to accumulate in plant and animal
tissues and to remain in aquatic ecosystems (65).  In general, LC5Q values
range from about 10 to 1,000 ug/fc as shown in Figure 14.  The data on acute
toxicity for static testing in Figure 13  is based on initial dosed levels,
not exposure concentrations.  All values  in Figure 14 are expressed as tech-
nical grade heptachlor.

     The LCrg value for Daphnia was  reported as 78 pg/£  (66).  Rainbow trout
exhibited LC^g values of 10 to 27 pg/H (67,68) and fathead minnows, 78 to
130 pq/2 (69).  EC^Q values for freshwater algae wore determined as 27 to 39
yg/«,   .d for saltwater species, 93 to 2,260 ;jg/£  (65).

      In general, toxicity increased  with  time of exposure.  The effect of
increase'^ exposure time on LCj-Q values showed greater increases for the
invertebrates than  for the vertebrates.
                                       31

-------
CJ
ro
                  icr
                  10'
                  10s
 0
 to
o
_J
                  10
                    0
                           Daphnia    Rainbow    Fathead     Algae

                                         trouf       minnow
         Figure 12.  Toxicity Ranges of Zinc to Various  Bioassay Organisms  ( *l:CSQ for Algae)

-------
CO

00
                 icr
                 10'
            =   icr
             o  I0
             in
                •10'
                 10
                   0
                          Daphnia    Rainbow    Fathead     Aigae*

                                       trout      minnow
         Figure 13.  Toxicity Ranges of Silver to Various Bioassuy Organisms (*EC-_ for Algae)

-------
OJ
 en

 O
O
             !04
             10'
             10'
            10
              0
                                                                   Seawaier
                                                                   Freshwater
                     Daphnia    Rainbow     Fathead     Algae
                                  trout       minnow
        Figure 14.  Toxicity Ranges of Heptachlor to Various Bioassay Organisms  (*EC50 for Algae)

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ENDOSULFAN

     Endosulfan is an insecticide developed in the raid-fifties  for  insect
control on vegetables, fruits and tobacco.   Currently  it  is  on  the  EPA  re-
stricted list limiting its current use (70).  Either technical  grade endo-
sulfan or mixtures containing such were used for most  of  the toxicity test-
ing.

     The vertebrate (fish) species tested were shown to be more sensitive
than the invertebrates tested (Figure 15) with LC^n values for  trout and
fathead minnows in the low vq/t range and Daphnia in the 100's  of ug/fc.  range
(70).  Little data were available for either freshwater or saltwater algae.

     Pickering and Henderson (71) studied the effect of water hardness  on
toxicity of endosulfan and observed no significant effect.  It  was  generally
shown that the toxicity of endosulfan increased with increasing temperature
(70).  Significant differences were noted between nominal and measured  expo-
sure concentrations (72),
PARATHION

     The toxicity of parathion, an organophosphorus pesticide, ranged fron
less than one ug/fc for sensitive species like Paphnia to about sever.}!  ug/fc
for more resistance species like fathead mi nndws (Figure 16).  Space (73)
found the three-week LC-g for Daphnia to be O.H ug/H and the 96-hr i.CrQ in
flow-through bioassays to be 0.62 ug/£.  LC^Q values were about 1.8 iig/fc for
trout and from 1.6 vg/i for fathead minnows.  No data were available for
algae.

COMPARISON OF NITRIFYING RIOASSAY TO OTHER TfST ORGANISMS

     For the Niitrohact e r bioassays the ranges shown in Figure 5 can be com-
pared directly with the LC^Q values shown  in Figures 9 through 16.  Such
comparisons are shown in Table 4.  These comparisons show that in general
Ni trohacter exhibits comparable sensitivity to the metal toxicants, but
TTttle sensitivity to the toxic organics.  This would be expected since the
toxic organics operate through specific enzyme mechanisms that are absent in
bacteria.

     For the Hitroiouonas bioassays, the ranges shown in Figure 3 can be
conpared directly with the LC^Q values shown in Figures 9 through 16.  Such
comparisons are shown in Table 5.  These comparisons show that in general
Hitrosomonas exhibited a range from low to high sensitivity for the metal
Toxicants, but loss sensitivity to the toxic organics.  The reduced sensiti-
vity for the organics compared to the other bioassay organism would be ex-
pected as statod above.  In general, Mitrosomonas showed less sensitivity
than fli trobactor.
                                       35

-------
CO
               iov
               10'
 O  |Q2
O
_J
     io'
               10
                .0
                       Daphnia     Rainbov/    Fathead
                                      trout      minnow
      Figure JS.  Toxicity Ranges of Endosulfan to Various Bioassay Organisms.

-------
CO
                  10'
                  ICT
              o
              UD
             O
10'
                  10'
  p
                  10
                    -I
                          Daphnia    Rainbow    Fathead

                                        trout      minnow
         Figure 16.  Toxicity Ranges of Parathion to Various Bioassay Organisms.

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   TABLE  4.   COMPARISON OF  SENSITIVITY OF NITKORACTF.R TO OTHER BIOASSAY
             ORGANISMS*
                    	Bioassay Organisn	
                                                 FaTRead"
    Toxicant          Daphnia         Trout        Minnow         Algae

   Lead                  0             4-             +             0

   Cadmium                                          0

   Copper                                                         0

   Silver               +             0             +             +

   Zinc                  -

   Endosulfan                                                     x

   Heptachlor           -

   Pa rath ion            ....
t, more sensitivity; 0, conparable sensitivity; -, less sensitivity;
x, no data available
                                    38

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    TABLE 5.  COMPARISON OF SENSITIVITY OF NITROSOHQHAS TO OTHER BIOASSAY
               ORGANISMS*

Bioassay Organism
Toxicant Paphnia
Lead
Cadnium
Copper
Silver +
Zinc
Endosulfan
Heptachlor x
Parathion
Fathead
Trout Minnow Algae
+ + 0
0
_
+ + +
0 0 0
x
_
• «* Y

* +, more sensitivity;  0, comparable sensitivity;  -,  less  sensitivity;
  x, no data available
                                     39

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                                  SECTION 8

      BACTERIAL 8IOASSAY APPLICATION TO INDUSTRIAL HASTEHATER TREATMENT
     Toxic industrial wastes threaten both biological waste treatment sys-
tems and the environment of their ultimate disposal.  Both of these problems
can be addressed through the use of Levnl 1 bioassays.  In this section the
use of Nitrohacter bioassay is described for evaluation of industrial waste
toxicity to biological wastewater treatment, specifically activated sludge.


METHODS OF MEASURING TOXICITY TO ACTIVATED SLUDGE

     Many different bioassay methods have been used to measure a toxic re-
sponse in activated sludgo.  In this section several of those methods will
be described and their advantages and disadvantages summarized.

     The most common method is to use continuously  fed reactors.  Duplicate
reactors are fed with and without the toxicant and  the organic removal rate
is monitored.  This technique is expensive to operate and extremely time
consuming.  Equipment requirements  include reactors and constant-feed pumps,
and a large source of industrial waste is necessary.  This method does ap-
proximate the conditions in activated sludge tanks, although the hydraulic
and solids retention times of the activated sludoe  treatment are difficult
to maintain.  Short-term studies often never approach assumed steady-states
and long-tern studies do not provide information rapidly enough.

     Unfortunately, continuously fed reactors are notoriously difficult to
run.  Pumping small amounts of influent at a controlled rate is difficult.
Several weeks may be necessary for  stabilization of growth to occur.  Often
the effects of toxicity are masked  by the normal variability in COD or BOD
removal.  For those reasons, continuously fed reactors cannot be used as a
standard analysis procedure.  Examples of toxicity  tests performed by this
method are reported by Moulton and  Shumate  (74), Ayers, Shumate, and Hanna
(75), and Barth, et al. (76).

     Another common toxicity test is the BOD bottle technique.  There are
many variations, but this technique essentially consists of measuring the
BOD of a known organic with or without the toxic waste.  The method  is ex-
tremely simple and can bo accomplished in standard  treatment plant labora-
tories.  However, the dilution of the waste for the tost may reduce  its
concentration below its threshold limit value.  In  addition, the small range
of only 2 to 7 mg ROD/fc greatly  limits its accuracy.  Mowat  (77) used this
method to determine the toxicity of various metals  to mixed  heterotrophic
growth from sewage.


                                      40

-------
     Most of the difficulties of the BOO bottle technique can be alleviated
by using a hatch-fed technique.  This technique involves measurement of the
substrate utilization rate and the cell mass.  The most counon method of
determining the substrate utilization rate is nanornetrically as described by
Hnrtroann and taubenberger (15), although the decrease in concentration of
the organics can also be used as described by Bunch and Chambers (78).  The
cell mass can be measured as total suspended solids, volatile suspended
solids (79), organic nitrogen (15), or ATP (80).

     Batch-fed techniquee typically require more advanced instrumentation
than available at industrial treatment plants.  Respironeters are expensive-
and difficult to operate even for highly trained personnel.  Specific meas-
ures of organics will require sophisticated instruments or difficult chemi-
cal extractions.  The length of the tests using batch-fed techniques ace
usually long compared to th° generation times of the heterotrophs, so the
number and types of organisms can vary significantly between the reactors
with toxicants and the control.

     None of the three methods  (continuously fed, BOD bottle, batch-fed) are
directly applicable for determining the toxicity of industrial wastes 'by
plant personnel.  These tests primarily require too much  effort or advanced
instrumentation.  The assessment of toxicity by the use of the Nitrobacter
bioassay is shovm helovi.
LABORATORY STUDIES WITH KNOWN TOXICANTS

     To determine the ability of the Nitrobacter bioassay  to  predict toxici-
ty to biological waste treatment, laboratory studies wore  undertaken with
two known toxicants.  Three 4-liter activated  sludge units with  internal
clarifiers were used as conplete-mixed reactors.   The units were  fed primary
clarifier effluent fron the Corvallis Sewage Treatment Plant  to  provide a
hydraulic detention time of 18  hours; the  solids retention time  was not
controlled, but c.e'ls were wastprf daily to provide a food  to  microorganism
ratio of approximately 0.2 mg BOP/nig TSS-day.   Treatment efficiencies were
measured as COD removal across  the  reactors.
      After  4  days  of  operation,  50 nig/?.  nf  zinc,  (*s  ZnSO^)  was  fed with the
 sewage  to one of  the  reactors,  and 10 mg/?.  of  tried! orophenol  (TCP) was fed
 with  the sewage to the  second  reactor.   The third  reactor was  operated as a
 control .

      The results  are  shown  in  Figure  17a.   The reactor  dosed with  zinc exhi
 bited a dramatic  change of  floe  characteristics  within  24 hours; the  floe
 becane  nore disperse  and lighter in color  than the control.  The floe dosed
 with  TCP became darker  in color  than  the control.   Roth units  showed  de-
 croasod COD removal as  compared  to the  control  which clearly indicated a
 toxic response.

      On the twelfth day of  the tests  the Ni trohactcr bioassay  was  conducted
 on  the  two  toxic  feeds  and  the control  feed"!   The  relative  metabolism rates
                                       41

-------
     100 r
                                               (a)
. '/
*D ^X /.*'
• i*f P* v. * •
'..TCP ^. /;
• ^ * •
'**n 	 .j.
LJ 	 Q
Dose
T 1 ! 1 ! 1 ! i I
4 6 8 '10 12
TIME (days)
(b)
I m
UJ
cc.
           COIVTROL      Zn           TCP
                         (50mg/i)    (IOmg/1)
  Figure !7 .  ron Efficiency in Response to Zn,  TCP Toxicity
            (3) and Relative Metabolism Rate of Ni trobacter
            at 50 mg/f. Zn and 10 mg/J TCP (b).

-------
of Nitrobacter for the 50 ng/Jt zinc and 10 mg/P, TCP with respect to the
control were 40 percent and 16 percent, respectively (Figure 17b).

     These results show that the Nitrobacter bioassay test had adequate
sensitivity to detect these two toxic compounds at levels that produced
measurable toxicity to activated sludge.


LABORATORY STUDIES WITH A METAL PROCESSING WASTEUATER

     Another series of tests using bench-scale activated sludge reactors
were conducted as described above except a toxic industrial waste was mixed
with the feed at 0 percent (control), 10 percent and 20 percent.  The waste-
water sampled was from an industry that processes various metals and was
known to contain a wide range of organics, chlorinated irganics, and metals.

     The concentrations of 10 percent and 20 percent of the industrial waste
caused no visible change in the activated sludge floe.  However, the COD
efficiencies were significantly lower than the control without the waste-
water addition for the ?.0 percent industrial waste feed 'Figure 18a).

     Seven days after dosing the activated sludge units with the industrial
waste, the _N_1trobacter bioassay was run one each feed.  The relative rate of
Nitrobacter^ metabo 1ism for the feeds with 10 percent and 20 percent indus-
trial waste" were 50 percent and 4 percent, respectively.

     These results showed that the Nitrobacter bioassay could detect un-
specified toxicity in industrial wastewaters.  As such, the Nitrobacter test
could be specifically applied as a Level 1 bioassay in the identification of
toxic wastestreams and appropriate treatment and control technologies.


FIELD STUDIES WITH A FIBERBOARO MILL WASTEMATER

     The Nitrobacter bioassay was applied to an industrial wastev/ater treat-
ment problem at a fiberboard nanufacturing site.  The manufacturing process
at this mill is known as the "wet process"  (Figure 19).  Wood chips and
scrap  fron a neighboring lumber mill are ground into  snail particles.  The
solids then are treated with high pressure  steam that removes the water
soluble material  from the wood leaving  a fibrous skeleton.  The fibers then
are  treated with  a preservative and bonding resin, and nixed with reuse
water  to fom a slurry  (0.5 percent solids  by  weight).  The slurry is poured
onto a wire screen that carries, the fibrous mat to a  press whe^e  the board
is finally  formed.

     Excess water  ranoved during the manufacturing process is discharged  to
an on-site  treatment facility consisting of settling  ponds, a completely
nixed  activated sludge  basin, and a small clarifier  (Figure 20).  The waste
solids from the clarifier are land applied  and the clarifier effluent is
recycled to the plant  as  reuse water.
                                       43

-------
    lOO
     90
  <  80
  o
  2
  UJ
  Q
  O
  O
      70
     60
UJ
oo
CQ
UJ
LU
     100
       0
                                                    (a)
                                     Controi
                         20%
                                 Dose
            i   1    i   !    i   1   i
                                                     i
                G      8      10     12

               TIME (days)
                                                       14
                                                    (b)
    0             10           20

WASTEWATER  CONCENTRATION   (%)
      Fiqure 18 .   COD Efficiency in Response to a Toxic Industrial
                V.'astewater  (a) and Relative Iletabolism Rate of
                Nitrobacter versus Vlastewater Concentration (b).
                             44

-------
         CHEMICALS
                       y^
                        BOARD FORMATION
                    FINISHED

                     BOARD
                               [W
                               IBO
WHITEWATER
BOX
           WASTEWATER

           TREATMENT
                                              PRESS

                                              SECTION
Figure 19.  Flow Diagram for Fiberboard Manufacturing Operation.

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            r
CTl
 FIBERFJOARD
[    MILL
                          REUSE WATER STORAGE
                                  PONDS
                       ANAEROBIC
                     SETTLING
                                    ACTIVATED
                                  SLUDGE DASIN
LAND
                                                           CLARiFIER    AP?LICATION
               Figure 20 .   Flov/ Diagram for Fiberboard Hastewater Treatment Process.

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     The mill wastewater is punpeu to a primary settling pond at an average
flow rate of 3 x 10  «/d.  The wastewater temperature is 43°C with a pH of
4.5.  The settling pond has a volume of 1.5 x 10  i and a hydraulic deten-
tion time of about 5 days.

     The aeration basin has a 1.5 x 10" l capacity and a 5 day hydraulic
detention time.  Aeration is supplied by five surface aerators that maintain
4 to 6 mg/l of dissolved oxygen.  Ammonium nitrate and diammoniun phosphate
are added as nutrients.  Tbe pH is raised to 6.8 by biological activity.
The clarifier holds 4 x l(r a with a hydraulic dentention time of about 1.5
hours.

     The main component of the wastewater are the wood sugars that results
from the steaming process.   Some of the. wood used for mill feed has been
treated by the supplier with a fungicide known to contain pentacnloro-
phenol.  Phenyl formaldehyde is added to the cleaned wood chips as a preser-
vative; alumina, a "waxy emulsion" and "defoamer" are edded to aid in the
board formation.  No slimicides are added during the process, although slime
appears to have been a problem in the past (81).

     In 1971, this company developed a completely closed w-istewalor system
to minimize any possible stream pollution.  Treatment efficiency of the
activated sludge unit has dropped considerably.from 1975 to 1978.  BOO re-
moval has been reduced to nearly 50 percent, while the suspended solids of
the system had increased to over 6000 mg/Ji.  The Nitrobacter bioassay was
performed on the activated slu.ige influent and effluent as a Level 1 phase
of  investigation.  A 10 percent solution of the activated sludge influent
showed a 10 percent relative metabolism  rate of the Nitrobacter which indi-
cated significant toxicHy (Figure 21).  A 10 percent solution of the acti-
vated sludge effluent showed a 40 percent relative metabolism rate of
Nitrobacter.  This indicated that the toxicity was not being significantly
removed by the biological waste treatment.

      In an attempt to pinpoint the source of the toxicity, additional sam-
ples were taken at various point sources along the production line.  No
particular toxic discharge sites were isolated.  A general increase of toxi-
city  in the wastewater seened  to occur during the process with the toxicant
being recycled through the wastewater treatment system.

      Several physiochemcal wastewater treatment methods were applied to  the
mill effluent  in an effort to  identify the optimal method to  remove the
toxicity.  These  include filtration with  jlass fiber  filters, dissolved air
flotation at 40 psig pressurization,  followed by 10 minutes of mixing and 20
minutes of flotation and powdered activated carbon addition at 50 ng/£.   A
20  percent solution of the mill effluent was found to exhibit a 63 percent
relative inetaholisn fate of  Nitrohactir.  Treatment of  this 20 percent  solu-
tion with either  filtration or dissolved air flotation showod only a small
increase  in  the  relative metabolism  rate of Mi trohacter, while powdered
activated carbon  removed almost all of the observed toxicity  (Figure 22).
                                       47

-------
               100
OO
                  0
Activated Sludge.
Effluent
                                                     Activated Sludge
                                                     Influent
                    CONCENTRATION OF WASTEWATER TESTED
                                     (%  by volume)
             Figure 21 .  Relative Metabolism Rate of NUrobacter versus Concentration
                      of Wastewater Tested.  :

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LL)
"c£
      100
       90
   ft:
<0
_J
LLJ
       70
60
       50
                 o
                 ft:
                 h-
                 z:
                 o
                 o
                     UJ
                            ^1
                                      21
                                      o
                                    UJ -
                                      u.
O _J
ljj<
   0
                                                  o x
                                                  <0
   Figure 22 .   Evaluation of Several Wastewater Treatment Methods Using the

              Nitrobacter Bioassay.

-------
     Level 1 analysis using the HUrobacter bioassay identified the waste-
water from this plant as being toxic to the activated sludge operation.   To
date, this problem has caused no noticeable deterioration in the quality of
the finished fiberboard; however, the continued failure of  the treatment
system has caused company officials some concern with the assurance of con-
tinued quality.  A Level 2 analysis was conducted to identify possible
causes for the toxicity observed.  Pentachlorophenol, used  as a preservative
by the wood chip supplier, was identified in the plant effluent at levels of
2 to 3 ppb.  Pentachlorophenol is known to be toxic to bacteria by uncou-
pling oxidative phosphorylation and also to denaturing proteins.  The cur-
rent literature values  for acute toxicity levels for pentachlorophenol are
listed as 25.0 ppb for  invertebrates, 14.0 ppb for freshwater fish and 7.5
ppb for algae  (82).  Although it is not believed that pcntachlorophenol
accounts  for all of the observed toxicity, it is considered to contribute to
the toxicity problem.   A Hjtrqbacter bioassay verified fungicide toxicity
(Figure 23).  Other possible wastewater constituents known  to be present
that might exhibit a toxic effect are 2,4,6-trichlorophenol, phenyl formal-
dehyde, and resin acids.
                                       50

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 100
                     5              10
         FUNGICIDE CONCENTRATION (mg/l)
Figure 23.  Assessment of Fungicide Toxicity using the Hitrobacter
         Bioassay.

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                                  SECTION 9

           BACTERIAL 8IOASSAY APPLICATION TO SOLID WASTE 1.EACHATE
     In the Resource Conservation and Recovery Act of 1976, Congress direct-
ed the Environmental Protection Agency (EPA) to develop a regulatory program
to manage and control the country's hazardous solid wastes from generation
to final disposal.  The EPA has formulated rules to implement this program
(105), including identification and listing of hazardous v/astes, and con-
taining criteria for determining whether a waste is hazardous.  Consequent-
ly, the EPA has proposed the Extraction Procedure (EP) for toxicity evalua-
tion; this procedure is a specified 24-hour extraction of the solid waste
using acetic acid.  No bioassay evaluation is required.

     The fjoal of the EP is to model the fate of a poorly managed hazardous
waste; that is, a toxic waste that is disposed of in a municipal landfill or
open dunp located over an aquifer used for drinking water.  The leachates
generated by the RP are analyzed for the toxic components listed in Table 6
with their corresponding maximum permissible concentrations; these limits
are 100 times the EPA national Interim Primary Drinking Water Standards
(83).

     Although the F.PA rules do not require hioassay techniques in the evalu-
ation of a waste for toxicity, their inclusion in the rules may occur in the
future.  Toward this end the EPA has conducted bioassay tests to evaluate
the use of EP loachate in determining acute and chronic aquatic toxicity,
phytotoxicity, and mutag'jnccity (830.  Bioassay tests which have already
been used in leachate toxicity tests include acute toxicity to Daphnia
magna; radicle elongation studies  using radish, soryhun, wheat, and soybean
plants; and bacterial gone mutation, fungal microorganism mutation, and
bacterial DflA repair studies  (84).  Leachates from a number of wastes have
been studied, including municipal  sewage sludges  (85,86), textile wastes
(37},  fly ash (88,K9) ,~jm si ti£ coal gasification byproducts (90), flue gas
desulfurization scrubber sTudges (91), plastics wastes  (92), radioactive
wastes  (93), zinc-carbon battery wastes (94), zinc sneltimj wastes (95),
coal mining spoils  (96), municipal landfill washes (97,98,99,100), and steel
and alum'nun manufacturing wastes  (101)^   The EPA has studied leachates  from
such wastes as soybean process cake, platers waste, retorted oil shale,  dye
waste, municipal swage sludge, power generation ashes and sludges, and
gasification wastes  (10?).

     Many of the parameters in extraction  procedures have been  set at values
considered to be typical of conditions found within municipal landfills.
Snail  differences  in  such variables as complexing  liyand  concenrations and
pH may cause a wide  variation in the solubilities of metals.  Theis, pt  al.

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TABLE 6.  MAXIMUM PERMITTED LEVELS OF TOXIC CONTAMINANTS

Contaminant
As
Ba
Cd
Cr
Pb
Hg
Se
Ag
l-ndrin
Lindane
Methyoxychlor
Toxaphene
2,4-D
2,4,5-TP (Silvex)
Concentration
(mg/0
5.0
100.0
1.0
5.0
5.0
0.20
1.0
5.0
0.02
0.40
10.0
0.50
10.0
1.0-
                          53

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(88) found that pH was important in determining the solubilities of metals
in fly ash, while Ham, et al. (103) found that increasing  leachate acidity
released higher quantities of inorganic ions from a number of industrial
wastes.  Other investigators have determined that pM,  conplexing ligand
concentration, and adsorbing surface availability are  important in determin-
ing the total solubility, speciation, and distribution of  metals in solution
(104-110).

     The EP specifies acidification of a sludge suspension to pH 5.0 with
acetic acid.  The final  acetate concentration may not  exceed 0.1 M which  may
limit the final pll value to higher than this.  Leachates from actual land-
fills have exceeded these limits.  Chian and DeWalle (100) found a pH range
of 3.7 to 8.5 and a range of volatile acids concentrations from 0.03 M to
0.3 M in municipal landfill  leachates, and Burrows and Rowe (97) found up to
0.8 M volatile acids in municipal landfill leachates.   Leachates from land-
fills are also known to contain such substances as humic or fulvic acids  and
amino acids which can act as powerful complexing agents and increase the
total solubilities of metals in the leachates (99).  The EP does not include
complexing ligands other than acetate, which forms only relatively weak
complexes with most metals.

     In this section the use of the Nitrobacter bioassay is described for
evaluation of the leachate from the EPA extraction procedure for a solid
waste.  As part of additional studies, the chemical composition of the ex-
tractant was varied to determine its effects of the chemical characteristics
of the leachate; as such, bioassays wore conducted on  leachates extracted
with distilled water, EDTA,  and acetate.  A basic oxygon furnace scrubber
sludge was chosen as the solid waste.
BOF SCRUBBER SLUDGE

     Basic oxygen furnace (BOF) scrubber sludges are composed mainly of iron
oxides, but also contain large amounts of calcium and magnesium from lime
used for pH control.  BOF scrubber sludges often contain significant quanti-
ties of heavy metals, including zinc, load, chromium, cadmium, and manga-
nese.  These metals originate from the me of scrap notal in the ROF
charge.  A preliminary analysis of the sludge usod in this research revealed
elevated levels of zinc, lead, and manganese (sec Table 7).  The total
solids concentration of the  sludge was 72.4 percent and the alkalinity  was
114 mg/g dry.  The pH was 12.5.
 EXTRACTION

      The  throe  leaching  solutions used wore distilled water (aqueous solu-
 tion), 0.15 M riceUte solution, and 0.0375 M  (O.Hi N) CDTA solution.  Dis-
 tilled water w.is used to study the effects of pH alone, acetate was chosen
 to  study  the effects of  a mild complexing ligand commonly found in municipal
 landfill  leachates, ard  EDTA was chosen to study the effect of a very strong
 complexing  ligand.


                                      54

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                       TABLE 7.   SLUDGE METALS ANALYSIS

Metal
Ca
MG.
Sr
R
Fe
Al
fin
Zn
Cu
Cr
Ni
Cd
Pb
As
Mo
Se
Zr
Sb
Co
V
Concentration
in Sludge, pg/g dry wt.
21685
5428
15
285
98108
3094
2942
29420
77
232
26
51
3108
26
552
140
14
83
28
28
Ma x i ir.um
Solubil ity*
mg/t
1570
393
1.1
20.6
7100
224
213
2130
5.6
16.8
1.9
3.7
225
1.9
40
10
1
6
2
2
-
*Btised on 10 in?, leachate per gram of sludge, the dilution  factor  in  leaching
 tests.
                                      55

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     Sludge was extracted by adding 10 mf. of leaching  solution  for  each  gran
of sludge.   The solutions were shaken in a wrist-shaker  for  ?4  hours.
BIOASSAYS

     The hioassays were conducted as described in Section  5.   Leachates  were
added at levels of 0 to 90 percent of the bioassay solution.   The  pH  was
varied by the addition of HC1 from 5 to 8 but held constant  throughout  each
test.
RESULTS

     The relative activities obtained in each toxicity test  were plotted  for
each leachate as shown in Figures 24, 25, and 26.   Controls  for  pH  near 5
and 6 are also included; the controls at pH 7 and  8 foe acetate  and EOTA
were checked and shown to result in negligible reduction of  the  metabolism
rate.  At equal dilution and pH, the toxicities of the three types  of leach-
ates were greatest for acetate, followed by EDTA and then distilled water.
However, if the influence of the complexing agent  is accounted by substrat-
ing the relative activity of the controls then the greatest  toxicity is
associated with EDTA, followed by distilled watsr  and then acetate.  This is
probably due to the strong complexing of the released metals by  acetate.

     For each leaching solution there is a trend of increasing toxicity with
decreasing pH.  This v/ould be expected since metals are known to be less
adsorbed at lower pH's and should then be in greater concentrations in the
leachate.

     At pH 6 and snail dilutions, both biostinulation was observed  in cer-
tain cases.  The reason for this is not known although the generation of
trace metal nutrients is most probable.
                                      56

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tn
              0
20
  40         60
Leachate (%)
80
                       Figure 24 .  Aqueous Leachate Toxicity.

-------
en
co
                                               • , »      Controls

                                               o,a,A,O With leachate
              0
  40          60

Leachate  (%)
80
                    Figure 25.  Acetate Leachate Toxicity, pH = 5.0.

-------
                                        • ,«     Controls
                                        o,D,A,O With leachate
   100 <
CD

•«—
_O
CL>
    50
     0
       0
20
  40         60
Leachate (%)
80
              Figure 26. EDTA Leachate Toxicity, pH = 5.2.

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                                 SECTION 10

                     CONTINUOUS-FLOW BACTERIAL BIOASSAY


     A need exists to develop a continuous bioassay to assess toxicity in
wastewater effluents in streams and rivers.  Several  investigators (111-113)
have developed such systems using fish; however,  these systems are complex,
expensive and offer little potential for wide-scale use.

     Poels (111) lists eight criteria for a continuous monitoring system as:

     1.   reasonable sensitivity to a wide number of toxicants,

     2.   continuous and automatic measuring,

     3.   avoidance of false alarms,

     4.   stability of organisms without toxicant,

     5.   no effect of external changes,

     6.   continuous flow of water,

     7.   easy availability of bioassay organisms, and

     8.   simple monitoring.

It was judged that these criteria could be net with the MUrobacter bioassay
using a nitrate specific ion electrode to monitor metabo 1i sin rates.   In this
section,  the development of a continuous-flow bicassay is described and the
results using 2,4,5-trichlorophenol (TCP) and cadmium.


PROCEDURE

     The  design of the continuous bioassoy system  relies upon  the ability  of
Nitrohacter to convert nitrogen in  the form of nitrite (NO^) to nitrate
"([.'O-j}; ion electrode  (Orion Model  93-07) was chosen to continuously monitor
the  nitrate concentration.  Response of the organism to toxicants was deter-
mined by  monitoring the amount of conversion, which is directly related to
the  metabolic rate.

     The  continuous-flow  system includes 1 liter  containers  for the feed and
toxicant  solutions, a  Masterflex  (No.  7014) peristaltic pump,  a bacterial
support column, a  holder  for the NO^ and reference electrodes, and a meter


                                       60

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for measuring the electrode potential in millivolts (Figure 27).   A glass
tube (2.0 cm by 14 cm) full of polyethylene heads was used as the bacterial
column.  A plug of glass wool was placed in the tube to prevent wasiiout of
beads and bacteria.  Two functions were served by the beads:   attachment
sites for the organisms, and dispersion of the incoming flow sufficiently to
approximate plug flow conditions.  The probe holder was machined  from a
Plexiglas block; it allowed contact between the electrodes and the flowing
solution.  0-ring seals around the electrodes prevented leakage.

     Procedures outlined in "Standard Methods" (34) (Method 419B) and the
Orion Instruction Manual (114) were used to calibrate the detection sys-
ten.  Sodium sulfate (Na^SO^) was used as the ionic strength adjuster in-
stead of the recommended ammonium sulfate because the ammonium ion inhibited
the metabolism of the organisms.  Calibration curves were prepared before
each bioassay test.

     Sodium nitrite (NaNO^) at a concentration of 30 m
-------
Calibration
                  lonanalyzer
                                              Ref.
                Bacterial
                Column
      h-	1
        Probe
       Holder
                                                  Waste
                             Peristaltic
              Toxic
              Feed
Regular
  Feed
     Figure 27 .  Continuous Flow Bioassay Apparatus.

                        62

-------
U)
           2.5
                                                       2mg/i
                                                                 4mq/l
                          Regular

                           Feed
                             i
             0     25      50     75     100    125


                                   Time (minutes)
I5O
175    20O
            Figure 28.  Effects of TCP on the Metabolism of Nitrobacter

                      (triangles represent re-start of regular feed)

-------
nitrate-nitrogen (MO^-N) produced by Mitrobacter are plotted over time to
evaluate the effects of varying levels of TCP.Arrows indicate when the
toxic feed was added and when the systert was returned to regular feed;
stable conversion rates (NO^ concentration) were obtained before switching
feeds.  Data for the plots were generated by monitoring the meter readout in
millivolts at specified time intervals (approximately 5 minutes).  Millivolt
readings were converted to nitrate as nitrogen (m
-------
   100 A-
    80
°   60
     20
      0
        0
1
                                      A  Batch
                                      §1  Continuous-flow
2468
  Trichlorophenol  (mg/1)
                            10
  Figure 29.  Comparison of Batch and Continuous Flow Toxicity of TCP.

                           65

-------
    0
                                       uosoge img/i;
                                        10
25
50
75     100    125    150
    Time (minutes)
!75
200   225
Figure 30.  Effects of Cd2* on the Metabolism Rate of Nitrobacter (triangles
           represent time at which regular feed re-started)

-------
                                  O—O Continuous Flow
                                         Bioassay

                                  A—A Batch Bioassay
Figure
           Log Cd    Concentration (moles/1)
                                    2+
Relative Metabolism Rate of Nitrobacter versus Cd  Concentration

-------
                                      13.5
cr>
CO
           4.0
                                                                 O—Olg/| NaCI

                                                                 A—A500mg/l Cd'
                                                                       -*-1g/l  NaCI
                                                                       Regular Feed
) 25
50
75
1 00
I25
ISO
I75
200
225
                                         Time (minutes)
               Figure-32.   Monitoring Toxicity in the  Presence of an Interfering Anion           -  .,
                          (*Based on Electrode Reading), (triangles represent re-start of regular feed)

-------
     The response of the fli trobacter test culture to cadmium indicated  lit-
tle or no toxicity at 10 mg/fc, and relative increases in inhibition  up  to
2000 ng/fc which caused nearly complete inhibition.   Decreases in NO-i-N  were
caused by Cd   concentrations of 50 mg/fc and greater (Figure 30).   Return to
straight feed solutions showed that none of the short-term doses were
lethal.

     The plot of the relative metabolism rate of Ni trobacter when dosed at
different cadmium concentrations (Figure 31) faciTTtatecT comparison  of  toxi-
city data for the continuous-flow bioassay with results of batch bio-
assays.  These data indicated that the continuous-flow bioassay can  detect
toxicity at a sensitivity  similar to that obtained with the batch bioassay
method described in Section f».

     Feed solutions containing chlorides showed the effect of ar. interfering
anion, with the resumption of stable conversion rates following removal.
Similar feed solutions with both cadmium (500 mg/fc) and chlorides also  pro-
duced interference, but return to regular feed showed a decrease in  the
conversion rate when compared to the initial rate of 5.5 ng/£ NO^-N
(Figure 32).  Data showed  an increase in the production of NO^-N with time,
which further substantiates a toxic response.  These data showed that the
continuous-flow system is  capable of detecting toxicity in the presence of
an interfering anion(s) by pulse loading the system with a noninterfering
feed solution and testing  for a change in the conversion rates before and
after dosage of the toxicant with the interfering anion.
                                       69

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                                     72

-------
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                                     73

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-------
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                                     76

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