EPA-670/4-73-001
                                                 July 1973
           BIOLOGICAL FIELD AND LABORATORY  METHODS
FOR  MEASURING THE QUALITY OF SURFACE WATERS AND EFFLUENTS
                             Edited by
                      Cornelius I. Weber, Ph.D.
                      Chief, Biological Methods
                 Analytical Quality Control Laboratory
           National Environmental Research Center-Cincinnati
                      Program Element 1BA027
                 NATIONAL ENVIRONMENTAL RESEARCH CENTER
                   OFFICE OF RESEARCH AND DEVELOPMENT
                  U.S. ENVIRONMENTAL PROTECTION AGENCY
                        CINCINNATI, OHIO 45268

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                           Review Notice

  This report has been reviewed by the National Environmental Research
Center, Cincinnati, and approved for publication. Mention of trade names or
commercial products does not  constitute endorsement or recommendation
for use.

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                           FOREWORD
  Man and his environment must be protected from the adverse effects of
pesticides, radiation, noise and other forms of pollution, and the unwise
management  of solid waste. Efforts to protect  the environment require a
focus that recognizes the interplay between the components of our physical
environment  — air, water, and land. The National Environmental Research
Centers provide this multidisciplinary focus through programs engaged in
  • studies on the effects of environmental contaminants on man and the
    biosphere, and
  • a  search for  ways  to prevent contamination  and to  recycle valuable
    resources.
  This manual  was developed within the National Environmental Research
Center — Cincinnati to provide pollution biologists  with  the most  recent
methods  for measuring the effects of environmental contaminants on fresh-
water and marine organisms in field and laboratory studies  which are carried
out to establish water  quality  criteria for the recognized beneficial uses of
water and to monitor surface water quality.
                                       Andrew W. Breidenbach, Ph.D.
                                       Director
                                       National Environmental
                                       Research Center, Cincinnati, Ohio
                                  in

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                            PREFACE
  This manual  was published under Research Objective Achievement Plan
 1BA027-05AEF,  "Methods for Determining Biological Parameters  of all
 Waters," as part of the National Analytical Methods Development Research
 Program. The manual was prepared largely by a standing committee of senior
 Agency biologists organized in 1970 to assist the Biological Methods Branch
 in the selection of methods for use in routine field and laboratory work in
 fresh and marine waters arising during short-term enforcement studies, water
 quality trend monitoring, effluent testing and research projects.
  The methods contained in this manual are considered by the Committee
 to be the best  available at this time.  The manual will  be revised and new
 methods will be recommended as the need arises.
  The Committee attempted  to  avoid duplicating field and laboratory
 methods already adequately described  for Agency use in Standard Methods
for the Examination of Water and Wastewater,  13th edition, and frequent
 reference is made to this source throughout the manual.
  Questions and comments regarding the contents of this manual should be
 directed to:

                                Cornelius I. Weber, Ph.D.
                                Chief, Biological Methods Branch
                                Analytical Quality Control Laboratory
                                National Environmental Research Center
                                U.S. Environmental Protection Agency
                                Cincinnati, Ohio 45268

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                          BIOLOGICAL ADVISORY COMMITTEE
                                               January 1, 1973
                                  CHAIRMAN: Cornelius I. Weber, Ph. D.
       Name
Anderson, Max

Arthur, John W.
Bugbee, Stephen L.
DeBen, Wally

Duffer, Dr. William R.

Gakstatter, Dr. Jack H.

Harkins, Dr. Ralph
Horning, William

Ischinger, Lee

Jackson, Dr. Herbert W.
Karvelis, Ernest

Kerr, Pat

Keup, Lowell E.

Kleveno, Conrad
LaBuy, James
Lassiter, Dr. Ray
           Program
Indiana Office, Region V, Evansville,
  IN
Natl. Water Quality Lab, Duluth, MN
Region VII, Kansas City, MO
Natl.  Coastal  Pollution Research
  Program, Corvallis, OR
Natl. Water Quality Control Research
  Program, Ada, OK
Natl.  Eutrophication  Survey  Pro-
  gram, Corvallis, OR
Region VI, Ada, OK
Newtown Fish Toxicology Lab, New-
  town, OH
Natl.  Field  Investigations  Center,
  Cincinnati, OH
Natl. Training Center, Cincinnati, OH
Natl.  Field  Investigations  Center,
  Cincinnati, OH
Natl.  Fate of Pollutants Research
  Program, Athens, GA
Office  of Air & Water Programs,
  Washington, DC
Region V, Chicago, IL
Region HI, Charlottesville, VA
Region  IV,   Southeast  Water  Lab,
  Athens, GA
       Name
Maloney, Thomas

Mathews, John
Murray, Thomas

Nadeau, Dr. Royal

Nebeker.Dr. Alan V.

Oldaker, Warren
Parrish, Loys
Phelps, Dr. Donald K.

Prager, Dr. Jan C.

Preston, Ronald

Sainsbury, John
Tebo, Lee
Thomas, Nelson A.

Tunzi, Dr.  Milton
Wagner, Richard A.
Warner, Richard W.
           Program
Natl. Eutrophication Research Pro-
 gram, Corvallis, OR
Region VI, Dallas, TX
Office  of Air &  Water Programs,
 Washington, DC
Oil Spill  Research Program, Edison,
 NJ
Western Fish  Toxicology Lab, Cor-
 vallis, OR
Region I, Needham Heights, MA
Region VIII, Denver, CO
Natl. Marine Water Quality Labora-
 tory, Narragansett, RI
Natl. Marine Water Quality Labora-
 tory, Narragansett, RI
Wheeling Office,  Region III,
 Wheeling, WV
Region X, Seattle, WA
Region IV, Athens, GA
Large  Lakes  Research  Program,
 Grosse He, MI
Region IX, Alameda, CA
Region X, Seattle, W A
Natl.  Field  Investigations Center,
 Denver, CO
Other personnel who were former members of the Advisory Committee or assisted in the preparation
of the manual:
Austin, R. Ted

Boyd, Claude E.

Collins, Dr. Gary

Garton, Dr. Ronald

Hegre, Dr. Stanley

Katko, Albert

McFar land, Ben
Natl.Eutrophication Survey, Corvallis,
  OR
Savannah River Ecology Lab, Aiken,
  SC
Analytical Quality  Control  Lab,
  Cincinnati, OH
Western Fish Toxicology  Lab, Cor-
  vallis, OR
Natl.  Marine  Water  Quality  Lab,
  Narragansett, RI
Natl.  Eutrophication Survey,  Cor-
  vallis, OR
Analytical  Quality Control  Labora-
  tory, Cincinnati, OH
 McKim, Dr. James
Mackenthun, Kenneth

Mason, William T. Jr.

Lewis, Philip

 Schneider, Robert

 Seeley, Charles
 Sinclair, Ralph

 Stephan, Charles
 Natl. Water Quality Lab, Duluth, MN
 Office  of Air and  Water  Programs,
  EPA, Washington, DC
 Analytical  Quality  Control  Lab,
  Cincinnati, OH
 Analytical  Quality  Control  Lab,
  Cincinnati, OH
 Natl.  Field  Investigations  Center,
  Denver, CO
 Region IX, San Francisco, CA
 Natl. Training Center,   Cincinnati,
  OH
 Newtown Fish Toxicology Lab, New-
  town, OH
                                                       VI

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          PERSONNEL CONTRIBUTING TO THE
            BIOLOGICAL METHODS MANUAL

                       SUBCOMMITTEES:
Biometrics
Lassiter, Dr. Ray — Chairman
Harkins, Dr. Ralph
Tebo, Lee

Plankton
Maloney, Thomas — Chairman
Collins, Dr. Gary
DeBen, Wally
Duffer, Dr. William
Katko, Albert
Kerr, Pat
McFarland, Ben
Prager, Dr. Jan
Seeley, Charles
Warner, Richard

Periphyton-Macrophyton
Anderson, Max - Chairman
Boyd, Dr. Claude E.
Bugbee, Stephen L.
Keup, Lowell
Kleveno, Conrad
Macroinvertebrates
Tebo, Lee — Chairman
Carton, Dr. Ronald
Lewis, Philip A.
Mackenthun, Kenneth
Mason, William T., Jr.
Nadeau, Dr. Royal
Phelphs, Dr. Donald
Schneider, Robert
Sinclair, Ralph

Fish
LaBuy, James — Chairman
Karvelis, Ernest
Preston, Ronald
Wagner, Richard

Bioassay
Arthur, John — Chairman
Hegre, Dr. Stanley
Ischinger, Lee
Jackson, Dr. Herbert
Maloney, Thomas
McKim, Dr. James
Nebeker, Dr. Allan
Stephan, Charles
Thomas, Nelson
                              Vll

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                                    INTRODUCTION
  The role of  aquatic  biology in the  water
pollution   control   program  of   the   U.  S.
Environmental Protection Agency includes field
and  laboratory studies carried out to establish
water  quality  criteria   for   the  recognized
beneficial  uses  of  water  resources  and  to
monitor water quality.
  Field studies are  employed  to:  measure the
toxicity  of specific  pollutants  or  effluents to
individual  speciqs or communities of aquatic
organisms  under  natural  conditions;  detect
violations of water  quality standards; evaluate
the  trophic  status  of  waters;  and  determine
long-term trends in water quality.
  Laboratory studies are employed to: measure
the effects of known or potentially deleterious
substances  on  aquatic  organisms  to estimate
"safe" concentrations; and  determine environ-
mental requirements (such as  temperature, pH,
dissolved oxygen,  etc.) of the more important
and sensitive species  of aquatic organisms. Field
surveys  and  water quality   monitoring  are
conducted    principally    by   the   regional
surveillance and analysis  and  national enforce-
ment programs.  Laboratory  studies of  water
quality   requirements,  toxicity  testing,   and
methods  development are conducted principally
by the national research programs.
  The effects of  pollutants are  reflected in the
population  density,  species composition  and
diversity, physiological condition and metabolic
rates  of natural aquatic communities. Methods
for field surveys and  long-term water quality
monitoring d-- oribed in this manual, therefore,
are directed    marily toward  sample collection
and processing, organism identification, and the
measurement cf  biomass and  metabolic  rates.
Guidelines  are also provided for data evaluation
and interpretation.
  There are three basic types of biological field
studies;   reconnaissance    surveys,   synoptic
surveys, and comparative  evaluations. Although
there is a considerable amount of overlap, each
of the above types has specific requirements in
terms of study design.
  Reconnaissance  suiveys may range  from  a
brief perusal of the stuay area by boat, plane, or
car, to an actual field study in which samples are
collected  for the purpose of characterizing the
physical boundaries of the various habitat types
(substrate, current, depth, etc.)  and obtaining
cursory^ information  on  the  flora and fauna.
Although they may be  an  end  in themselves,
reconnaissance surveys are generally conducted
with a  view to obtaining information  adequate
to  design more comprehensive  studies. They
may be quantitative or qualitative in approach.
As discussed in the biometrics section,  quantita-
tive reconnaissance samples are very useful for
evaluating the   amount of  sampling effort
required to obtain the desired level of  precision
in more detailed studies.
  Synoptic surveys generally involve an attempt
to determine the kinds and relative abundance
of organisms present in  the environment being
studied. This type of study may be expanded to
include quantitative estimates of standing  crop
or production of biomass, but is generally more
qualitative in approach. Systematic sampling, in
which  a deliberate attempt is made to collect
specimens from  all  recognizable  habitats,  is
generally  utilized in synoptic surveys.  Synoptic
surveys provide  useful  background  data,  are
valuable  for  evaluating  seasonal  changes  in
species  present,  and provide useful information
for long-term surveillance programs.
  The  more usual type of field studies involve
comparative evaluations, which may take various
forms  including:  comparisons of the flora and
fauna in  different areas of the  same  body  of
water,    such   as   conventional  "upstream-
downstream" studies; comparisons of  the flora
and fauna at  a given location in a body of water
over  time,   such  as  is the  case  in trend
monitoring; and  comparisons of the flora and
fauna in different bodies of water.
  Comparative studies frequently involve both
quantitative and qualitative  approaches. How-
ever, as previously pointed out,  the choice is
often dependent  upon such factors as available
resources, time limitations, and characteristics of
the habitat to be studied. The latter factor may
be quite  important  because  the  habitat to  be
studied may not be amenable to the use of quan-
                                             IX

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titative sampling devices.
  A special field method  that warrants a brief
notation is scuba (Self Contained  Underwater
Breathing Apparatus). Scuba  enables the biolo-
gist to observe, first hand,  conditions that other-
wise  could be described  only  from sediment,
chemical, physical, and biological samples taken
with various surface-operated equipment. Equip-
ment modified from  standard  sampling equip-
ment or prefabricated, installed, and/or  operated
by  scuba divers has proven very valuable in as-
sessing the environmental  conditions where sur-
face sampling gear was inadequate. Underwater
photography presents visual evidence of existing
conditions and permits the monitoring of long-
term changes in an aquatic environment.*
  By  utilizing  such  underwater  habitats  as
Tektite and Sublimnos, biologists can observe,
collect, and analyze samples without leaving the
aquatic environment.  Scuba is  a very  effective
tool  available to  the  aquatic  biologist,  and
methods  incorporating  scuba should  be  con-
sidered for use in situations where equipment
operated at the surface does  not provide suffi-
cient information.
  *Braidech, T.E., P.E. Gehring, and C.O. Kleveno. Biological
studies related to oxygen depletion and nutrient regeneration
processes in the Lake Erie Basin. Project Hypo-Canada Centre
for Inland Waters, Paper No. 6, U. S. Environmental Protection
Agency Technical Report TS05-71-208-24, February 1972.
                  SAFETY

  The hazards associated with work on or near
water  require  special consideration.  Personnel
should not be assigned to duty  alone in boats,
and should be competent in the use of boating
equipment (courses  are  offered  by  the  U. S.
Coast Guard). Field training should also include
instructions on the proper rigging and handling
of biological sampling gear.
  Life preservers (jacket type work vests) should
be worn at all times when on or near deep water.
Boats should  have air-tight o,r foam-filled com-
partments for flotation and be equipped with
fire  extinguishers,  running  lights,   oars,  and
anchor. The  use of inflatable  plastic or rubber
boats is discouraged.
  All boat trailers  should have two rear running
and  stop lights and turn signals and a license
plate illuminator.  Trailers 80 inches (wheel to
wheel) or more wide should be equipped with
amber marker lights on the front and rear  of the
frame on both sides.
   Laboratories  should be  provided  with  fire
extinguishers, fume  hoods,  and  eye fountains.
Safety  glasses  should be  worn when mixing
dangerous chemicals and preservatives.
  A copy of the EPA Safety Manual is available
from the Office of Administration, Washington,
D.C.

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        CONTENTS


FOREWORD !

PREFACE

BIOLOGICAL ADVISORY COMMITTEE

PERSONNEL CONTRIBUTING TO THE
  BIOLOGICAL METHODS MANUAL

INTRODUCTION

BIOMETRICS

PLANKTON

PERIPHYTON

MACROPHYTON

MACROINVERTEBRATES

FISH

BIOASSAY

APPENDIX
             XI

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BIOMETRICS

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                        BIOMETRICS
                                                          Page
1.0 INTRODUCTION   	    1
    1.1 Terminology  	    1
2.0 STUDY DESIGN  	    2
    2.1 Randomization	    2
    2.2 Sample Size   	    4
    2.3 Subsampling  	    6
3.0 GRAPHIC EXAMINATION OF DATA	    6
    3.1 Raw Data   	    6
    3.2 Frequency Histograms	    6
    3.3 Frequency Polygon   	    7
    3.4 Cumulative Frequency   	    7
    3.5 Two-dimensional Graphs	    8
4.0 SAMPLE MEAN AND VARIANCE   	    9
    4.1 General Application   	    9
    4.2 Statistics for Stratified Random Samples   	   10
    4.3 Statistics for Subsamples	   10
    4.4 Rounding   	   10
5.0 TESTS OF HYPOTHESES   	   11
    5.1 T-test   	   11
    5.2 Chi Square Test   	   13
    5.3 F-test   	   15
    5.4 Analysis of Variance  	   15
6.0 CONFIDENCE INTERVALS FOR MEANS
      AND VARIANCES	   18
7.0 LINEAR REGRESSION AND CORRELATION   	   19
    7.1 Basic Concepts	   19
    7.2 Basic Computations   	   20
    7.3 Tests of Hypotheses   	   24
    7.4 Regression for Bivariate Data	   26
    7.5 Linear Correlation  	   27
8.0 BIBLIOGRAPHY   	   27

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                                      BIOMETRICS
1.0  INTRODUCTION
  Field and laboratory studies should be well-
planned in advance to assure the collection of
unbiased and precise data which are technically
defensible and amenable to statistical evaluation.
The  purpose  of this chapter is to present some
of the basic concepts and techniques of sampling
design  and data evaluation  that  can  be  easily
applied by biologists.
  An attempt  has been  made to present the
material in a  format comfortable to the non-
statistician, and examples are used to illustrate
most of the techniques.

1.1  Terminology
  To avoid  ambiguity in the following discus-
sions, the basic terms must be defined. Most of
the terms  are widely used in  everyday language,
but in  biometry may be used in a very restricted
sense.

1.1.1  Experiment
  An experiment  is often considered to be a
rigidly  controlled  laboratory investigation, but
in  this  chapter  the terms experiment, study, and
field study  are used interchangeably  as the
context seems  to  require. A general definition
which  will usually fit either of these terms is
"any scientific  endeavor where observations or
measurements  are made in  order  to  draw
inferences about the real world."

1.1.2  Observation
  This  term  is used here  in  much  the same
manner as it  is in  everyday language. Often the
context will  suggest using the term "measure-
ment"  in place  of "observation." This will imply
a  quantified  observation. For   statistical
purposes,  an observation is a record representing
some property  or  characteristic of a real-world
object.
  This may be  a numeric  value representing the
weight of a fish,  a  check mark indicating the
presence of some species in a bottom quadrat -
in short, any type of observation.
1.1.3  Characteristics of in terest
  In any  experiment or sampling study, many
types of observations or measurements could be
made.  Usually, however, there are few types of
measurements that are  related to the purpose of
the study.  The measurement of chlorophyll or
ATP in a plankton haul  may be of interest,
whereas the cell count or detritus content  may
not be of interest.  Thus,  the characteristic of
interest is  the  characteristic  to be observed or
measured, the measurements  recorded, analyzed
and interpreted in  order to  draw an inference
about the real world.

1.1.4  Universe and experimental unit
  The  experimental unit  is  the  object upon
which  an observation is made. The characteristic
of interest  to the study is observed and recorded
for each unit.  The  experimental  unit may be
referred to in some cases as  the  sampling unit.
For example, a fish, an entire catch, a liter of
pond water, or a square meter of bottom  may
each be an experimental unit. The experimental
unit must  b^ clearly  defined so  as to restrict
measurements to only  those units  of interest to
the study.  The set  of  all experimental units of
interest to the study is  termed the "universe."

1.1.5  Population and sample
  In biology, a population  is considered to be  a
group  of  individuals of  the  same species.  The
statistical  use of the term population,  however,
refers  to the set of values for the characteristic
of interest for the entire group of experimental
units about which the  inferences are to be made
(universe).
  When studies are made,  observations are not
usually taken for all possible experimental units.
Only a sample is taken. A sample is a set of obser-
vations, usually only a small fraction of the total
number of observations that conceivably could
be taken, and is a subset of the population. The
term sample  is often used in everyday language
to mean a portion  of  the real world which has
been selected for measurement, such as a water

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BIOLOGICAL METHODS
sample  or  a plankton haul. However,  in  this
section  the term  "sample" will  be used to
denote  "a  set of observations" —  the  written
records themselves.

1.1.6 Parameter and statistic
  When we attempt to characterize a  popula-
tion, we realize that we can never obtain a per-
fect answer, so we settle for whatever accuracy
and precision that is required. We try to  take an
adequately-sized sample and compute a number
from our  sample that is  representative of the
population. For example, if we are interested in
the population mean, we take a sample and com-
pute  the  sample mean. The  sample mean  is
referred to as a statistic, whereas the population
mean is referred to as a parameter. In general,
the statistic is related to the parameter in much
the same way as the sample is related to the pop-
ulation. Hence, we  speak  of population param-
eters and sample statistics.
  Obviously  many  samples  may  be  selected
from most populations. If there is variability in
the population, a statistic  computed from one
sample  will  differ  somewhat  from the  same
statistic computed from another sample. Hence,
whereas a parameter  such as  the population
mean is fixed, the statistic or sample mean is a
variable, and there is uncertainty associated with
it as an estimator of the  population parameter
which derives from the variation among samples.

2.0  STUDY DESIGN

2.1  Randomization
  In biological studies, the experimental  units
(sampling  units  or  sampling points) must be
selected   with known  probability.  Usually,
random selection is the only feasible means of
satisfying  the  "known probability"  criterion.
The question of why  known probability  is re-
quired is a valid one. The answer is that  only by
knowing the probability of selection of a sample
can we  extrapolate from  the sample  to the
population in an objective way. The probability
allows us to place a weight upon an observation
in making  our extrapolation to the population.
There is no other quantifiable measure of "how
well"  the  selected  sample  represents the
population.
  Thus our efforts to select a "good" sample
should include an appropriate effort to  define
the problem  in  such a way as to allow us to
estimate the parameter of interest using a sample
of known probability; i.e., a random sample.
  The preceding discussion should  leave little
doubt that there is a fundamental  distinction
between a  "haphazardly-selected" sample and a
"randomly-selected" sample. The distinction is
that a haphazardly-selected sample is one where
there is no conscious bias, whereas a randomly-
selected sample is one where there is consciously
no bias. There is consciously no bias because tne
randomization is planned, and therefore bias is
planned out of the  study. This is usually accom-
plished with  the  aid of  a table  of random
numbers. A sample  selected according to a  plan
that includes random selection of experimental
units is the only sample validly called a random
sample.
  Reference  to  the  definition  of  the term,
sample, at the  beginning  of the chapter  will
remind us  that a sample consists of a  set of
observations,  each made upon an experimental
or  sampling  unit.  To  sample randomly,  the
entire set of sampling units (population) must be
identifiable and enumerated. Sometimes the  task
of enumeration  may be considerable, but often
it  may be  minimized by such conveniences as
maps, that  allow  easier  access  to adequate
representation of the entity to be sampled.
  The comment has frequently been made  that
random sampling causes effort to be put  into
drawing samples of little meaning or utility to
the study.  This  need not be the case. Sampling
units should be defined by the investigator so as
to eliminate those units which are potentially of
no  interest. Stratification can be used to place
less  emphasis on those units which  are of less
interest.
  Much of the work done in biological  field
studies is  aimed  at explaining  spatial distri-
butions of population  densities  or of some
parameter  related to population densities  and
the  measurement  of rates  of  change  which
permit prediction of some future course  of a
biologically-related  parameter. In these cases the
sampling unit is a unit  of space  (volume, area).
Even in cases where  the sampling unit is not a
unit of space, the problem may often be stated

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                                                             BIOMETRICS - RANDOM SAMPLING
in such a manner  that a unit of space  may be
used, so that random sampling may be  more
easily carried out.
  For example,  suppose  the problem  is to
estimate  the chlorophyll content of algae in a
pond at a particular time of year. The measure-
ment is upon algae, yet the sample consists of a
volume of water. We could use our knowledge of
the way the algae are  spatially distributed or
make some reasonable  assumptions,  tnen
construct a random sampling scheme based upon
a unit of volume (liter) as the basic sampling
unit.
  It is not  always a  simple  or straightforward
matter to define sampling units, because of the
dynamic nature  of living  populations.  Many
aquatic organisms  are mobile, and even rooted
or  sessile  forms  change with  time,   so  that
changes occurring  during the study often  make
data interpretation  difficult. Thus the benefit to
be  derived from any  attempt to consider such
factors in the planning stage will be consider-
able.
  Random sample  selection  is a subject  apart
from the selection of  the study site. It is of use
only  after   the  study  objectives  have  been
defined,  the type  of measurements have been
selected,  and the  sampling  units have  been
defined.  At  this  point, random sampling pro-
vides an  objective  means of obtaining informa-
tion to achieve the objectives of the study.
  One satisfactory method  of random sample
selection is described.  First, number the universe
or entire set of sampling units from which the
sample will be selected. This number is N.  Then
from  a table of random numbers select as  many
random numbers,  n,  as there will be sampling
units  selected for the  sample. Random numbers
tables  are  available in  most  applied statistics
texts  or  books of mathematical  tables.  Select a
starting point in the table and read the numbers
consecutively in any direction (across, diagonal,
down, up).  The  number  of observations,  n
(sample  size), must  be determined  prior to
sampling.  For  example,  if  n  is a  two-digit
number,  select two-digit numbers ignoring any
number greater than n or any number that has
already been selected.  These numbers will be the
numbers of the sampling units to be selected.
  To obtain reliable data, information about the
statistical population is needed in advance of the
full  scale  study.  This  information  may  be
obtained from prior related  studies, gained by
pre-study reconnaissance,  or if no direct  in-
formation  is  available,  professional  opinion
about the characteristics of the population may
be relied upon.

2.1.1  Simple random sampling
   Simple (or unrestricted) random sampling is
used when there is no reason to subdivide  the
population from which the sample is drawn. The
sample  is  drawn  such  that  every unit of  the
population  has  an  equal  chance  of  being
selected. This may be accomplished by  using the
random selection scheme already described.

2.1.2  Stratified random sampling
   If any knowledge  of  the  expected size or
variation of the observations is available, it  can
often be used as a  guide in subdividing  the
population into subpopulations (strata) with a
resulting increase  in  efficiency of estimation.
Perhaps  the most profitable means of obtaining
information  for stratification is through a pre-
study reconnaissance (a  pilot study). The pilot
study  planning  should  be  done  carefully,
perhaps  stratifying based upon suspected varia-
bility. The results of the pilot study may be used
to  obtain  estimates  of variances needed to
establish sample size. Other advantages of  the
pilot study are that it  accomplishes a detailed
reconnaissance, and it provides the opportunity
to obtain experience in the actual field  situation
where the final study will be made. Information
obtained and difficulties encountered may often
be used  to set up a more realistic study and
avoid costly and needless expenditures. To maxi-
mize  precision, strata  should be constructed
such that the observations are most alike within
strata  and most  different among  strata,  i.e.,
minimum variance within strata and maximum
variance  among strata. In practice, the  informa-
tion  used to form strata  will usually  be from
previously  obtained data, or information about
characteristics correlated with the characteristic
of interest. In aquatic field situations, stratifica-
tion  may be based upon  depth, bottom  type,
isotherms,  and numerous other variables  sus-
pected of  being correlated with the character-

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BIOLOGICAL METHODS
istic of interest. Stratification is often done on
other bases such as  convenience or administra-
tive  imperative, but except where these  cor-
respond   with  criteria  which  minimize  the
variation within strata, no gain in precision may
be expected.

               Number of Strata
  In aquatic biological field studies, the use of
knowledge  of  biological cause-and-effect may
help define reasonable strata (e.g., thermoclines,
sediment  types, etc., may markedly affect the
organisms so that the environmental feature may
be  the  obvious  choice  for the strata divisions).
Where a gradient is suspected and where stratifi-
cation  is   based  on a  factor correlated  to an
unknown  degree with  the  characteristic  of
interest, the answer to  the  question  of how
many strata to  form and where to locate their
boundaries is not clear. Usually as many strata
are selected as  may  be handled  in the study. In
practice, gains in efficiency due to  stratification
usually become negligible after  only a few divi-
sions unless the characteristic used as the basis
of  stratification is very highly  correlated with
the characteristic of interest.

2.1.3  Systematic random sampling
  In  field  studies,  the  biologist  frequently
wishes  to  use some  sort of transect, perhaps to
be assured of including an adequate cross section
while maintaining relative ease of sampling. The
use  of transects is  an  example of systematic
sampling.   However,  a random starting  point is
chosen along  the  transect to  introduce  the
randomness needed  to  guarantee freedom from
bias and allow statistical inference.
  The  method of  placement of  the  transect
should  be  given a great deal of thought.  Often
transects are set up  arbitrarily, but they should
not  be. To avoid  arbitrariness, randomization
should be employed  in transect placement.

2.2  Sample Size

2.2.1  Simple random sampling
  In any study, one important early question is
that of the size of the sample. The question is
important because if, on  the one hand, a sample
is too large, the effort is wasteful, and if, on the
other hand, a sample is too small, the question
of importance to the study may not be properly
answered.

 Case 1 — Estimation of a Binomial Proportion
  An estimate of the proportion of occurrence
of the two  categories must be available. If the
categories  are presence  and absence,  let the
probability of observing a presence be P (0 < P
<  1) and the probability of observing an absence
be Q (0 < Q < 1, P + Q =  1). The second type of
information  which is needed is  an acceptable
magnitude  of  error, d, in estimating  P (and
hence Q). With this information, together with
the size, n, of the population, the formula for n
as an initial approximation (n0), is:
                                          (D
The value  for  t  is  obtained from tables of
"Student's  t"  distribution, but  for  the  initial
computation the value 2 may be  used to obtain
a sample  size,  n0, that will ensure with a .95
probability, that P is within d of its true value. If
n0  is  less  than 30,  use a second calculation
where t is obtained from a table of "Student's t"
with n0- 1 degrees of freedom. If  the calculation
results in an n0,  where j£  <  .05, no  further

calculation is warranted. Use n0 as the  sample

size. If -TT- > .05,  make the following computa-
tion:
                                          (2)
 Case 2 — Estimation of a Population Mean for
              Measurement Data
  In this case an estimate  of the variance,  s2,
must be obtained from some source, and a state-
ment of the  margin of error, d, must be  ex-
pressed in the  same  units  as  are  the sample
observations. To calculate an initial sample size:
                       d2
                                          (3)

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                                                            BIOMETRICS - RANDOM SAMPLING
If n0 < 30, recalculate using t from the tables,
and if -Q°> .05, a further calculation is in order:

                       rio                  ,.,
                   n=^r                (4)
  After a sample of size, n, is obtained from the
population,  the basic sample statistics may be
calculated. The calculations are the same as for
equations (11) through (15) unless the sample
size, n, is greater than 5 percent of the popula-
tion N. If ^% > .05, a correction factor is used so

that the calculation for the sample variance is:
_ /N-n\
~UTV
                                          (5)
                        n-l
The other calculations  make  use  of,  s2,  as
calculated  above,  wherever s2  appears  in the
formulas.

2. 2. 2  Stra tified random sampling
  To  compute  the  sample size required  to
obtain  an estimate  of the  mean  within  a
specified acceptable error, computations can be
made  similar  to  those for  simple random
sampling:  a probability level must be specified;
an estimate of the variance within each stratum
must be available; and the number of sampling
units in each  stratum  must  be known. Although
this involves  a good deal of work, it illustrates
the need for  a pilot study and indicates that we
must know something about the phenomena we
are  studying if  we  are to plan an effective
sampling program.
  If the pilot study or other sources of informa-
tion have  resulted in  what are considered to be
reliable estimates of the  variance within  strata,
the  sampling can  be optimally allocated  to
strata.  Otherwise proportional allocation should
be used. Optimal allocation, properly used, will
result  in  more  precise  estimates for a given
sample size.
  For proportional allocation the calculation for
sample size is:
                                          (6)
                      Nd2
                    1 +
                                where t -  the entry for the desired probability
                                level  from  a table of "Student's t" (use 2 for a
                                rough estimate); Nk = the number of sampling
                                units  in stratum k; sk2 = the variance of stratum
                                k; N = the total number of sampling units in all
                                strata; and d = the acceptable error expressed in
                                the same units as the observations.
                                  For optimal allocation, the calculation is:
                                                     t2(SNkSk)2
                                                  n = _|^l_	         (7)
                                                    i + —. !fk
                                where the symbols are the same as above and
                                                                           of
where  sk  =~\J sk2, the  standard  deviation
stratum k  [see Equations ( 1 6) to (19)] .
  Having  established sample  size, it  remains to
determine  the  portion  of  the sample  to be
allocated to each stratum.
  For proportional allocation :
                                                                          (8)

                                where  nk =  the  number  of observations to  be
                                made in stratum k.
                                  For optimal allocation:
                                                  nk =
                                         (9)
                       N2d2
                                  Sample  selection  within each  stratum  is
                                performed  in the same  manner  as for  simple
                                random sampling.

                                2.2.3 Systerna tic random sampling
                                  After  the  location of  a  transect  line  is
                                selected, the  number of experimental units (the
                                number of possible sampling points) along this
                                line  must be determined. This  may be done in
                                many ways depending upon the particular situa-
                                tion. Possible examples are the number of square
                                meter plots  of bottom centered along a  100-
                                meter  transect (N  =  100); or the meters  of
                                distance along a 400-meter transect as points of
                                departure for making a plankton haul of some
                                predetermined  duration  perpendicular  to  the
                                transect. (In the second example, a question of
                                subsampling  or  some assumption about  local,
                                homogeneous distribution might  arise since the
                                plankton net has a radius less than one meter).
                                The  interval of sampling, C, determines sample

-------
BIOLOGICAL METHODS
size: n -  N/C. The mean is estimated.as usual;
the variance as for a simple random sample if
there are  no trends, periodicities, or other non-
random effects.

2.3  Subsampling
  Situations often  arise where it is natural  or
imperative that the sampling units are defined in
a two-step  manner. For  example: colonies  of
benthic organisms might  be the first step, and
the measurement of some characteristic on the
individuals  within  the colony  might  be the
second  step; or streams  might  be the  first
(primary) step,  and reaches, riffles or pools  as
the second  step (or element) within the unit.
When a sample of primary units is selected, and
then for each primary unit a sample is  selected
by observing some element of the  primary unit,
the sampling scheme is known as subsampling or
two-stage  sampling.   The  computations  are
straight forward, but somewhat more involved.
  The method of selection of the primary units
must be established. It may be a simple random
sample (equal probabilities), a stratified random
sample  (equal probabilities  within  strata),  or
other scheme such as probability proportional to
size (or estimated size) of primary unit. In any
case, let us call the probability of selection  of
the i—  primary unit,  Z,. For simple  random
sampling, Zl = -^,  where N  is the  number  of
primary  units in the  universe. For stratified
random sampling, Zk i = ^T-> where k signifies the
                      ™k
k— stratum. For selection in which the primary
units are  selected with probability proportional
to their size, the probability  of selection of the
;th
j— primary unit is
                       n
                       S Li
00)
where L equals  the number of elements in the
primary  unit indicated  by  its  subscript.  If
stratification is  used with  the  latter  scheme,
merely  apply the rule  to each  stratum. Other
methods of assigning probability  of selection
may be used. The important thing is to establish
the  probability  of selection for each  primary
unit.
3.0  GRAPHIC EXAMINATION OF DATA
  Often the most elementary techniques are of
the greatest use in data interpretation.  Visual
examination of data can point the way for more
discriminatory analyses, or on  the  other hand,
interpretations  may become so obvious  that
further  analysis  is  superfluous.  In  either case,
graphical examination of data is often the most
effortless way to obtain  an initial examination
of data and affords the chance to organize the
data.  Therefore, it  is often done as a first step.
Some commonly used techniques are presented
below. Cell counts (algal  cells per milliliter) will
serve as the numeric example  (Table 1).

3.1  Raw Data
  As  brought  out in other chapters  of this
manual, it is of utmost importance that raw data
be recorded in  a  careful, logical,  interpretable
manner together with appropriate, but not super-
fluous,  annotations. Note  that  although  some
annotations may be considered superfluous to
the immediate intent of the data, they may not
be so for other  purposes. Any note that might
aid  in  determining  whether the  data  are
comparable to other similar data, etc., should be
recorded if possible.
3.2  Frequency Histograms
  To construct a frequency histogram from the
data of Table 1, examine the raw data to deter-
mine  the range,  then establish intervals. Choose
the intervals with care  so they will be optimally
integrative  and  differentiative.  If  the intervals
are too wide,  too many observations  will  be
integrated into one interval and the picture will
be hidden; if too narrow, too few will fall into
one interval and a confusing  overdifferentiation
or overspreading of the  data will  result. It is
often enlightening if the same  data are plotted
with the use of several interval sizes. Construct
the intervals so that no doubt exist as to which
interval an observation belongs, i.e., the end of
one interval must not be the same number as the
beginning of the next.
  The algal count data in Tables  2 and 3 were
grouped by two  interval sizes (10,000  cells/ml
and 20,000 cells/ml). It  is>easyto,see that the data
are grouped largely in the range 0 to 6 x  104
cells/ml and that the frequency of occurrence is

-------
                                                         BIOMETRICS - GRAPHIC EXAMINATION
   TABLE 1.  RAW DATA ON PLANKTON
                   COUNTS
Date
June
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Count

23,077
36,538
26,923
23,077
13,462
19,231
21,154
61,538
96,154
23,077
46,154
48,077
51,923
50,000
292,308
165,385
42,308
Date
June
25
26
27
28
29
30
July
1
2
3
4
5
6
7
8
9
10
Count

7,692
23,077
134,615
32,692
25,000
146,154

107,692
13,462
9,615
148,077
53,846
103,846
78,846
132,692
228,846
307,692
Date
July
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25


Count

44,231
50,000
26,923
44,231
46,154
55,768
9,615
13,462
3,846
3,846
11,538
7,692
13,462
21,154
17,308


 TABLE 2.  FREQUENCY TABLE FOR DATA
  IN TABLE 1 GROUPED AT AN INTERVAL
        WIDTH OF 10,000 CELLS/ML
lesser, the larger the value. Closer inspection will
reveal that with the finer interval width (Table
2), the frequency of occurrence does not  in-
crease monotonically as cell  count decreases.
Rather, the  frequency  peak  is found  in the
interval 20,000 to 30,000 cells/ml. This observa-
tion was not possible using the coarser interval
width; the frequencies  were  "overintegrated"
and did not reveal this part of the pattern. Finer
interval  widths could further change the picture
presented by each of these groupings.
   Although a frequency table contains all the
information that a comparable histogram con-
tains, the  graphical value  of a histogram  is
usually  worth the small effort required for its
construction. Figures 1  and  2  are  frequency
histograms  corresponding  to  Tables  2  and 3,
respectively. It can be seen that the histograms
are more immediately interpretable. The height
of each bar is the frequency of the interval; the
width is the interval width.

3.3  Frequency Polygon
   Another  way  to present essentially the  same
informatiqn as  that in a frequency histogram is
the use of  a  frequency  polygon. Plot points at
the height of the frequency and at the midpoint
of  the  interval, and  connect the points  with
straight lines. The  data  of  Table 3 are used to
Interval
0- 10
10- 20
20- 30
30- 40
40- 50
50- 60
60- 70
70- 80
80- 90
90-100
100-110
110-120
120-130
130-140
140-150
150-160
160-170
170-180
180-190
190 - 200
Frequency
6
7
9
2
6
5
1
1
0
1
2
0
0
2
2
0
1
0
0
0
Interval
200-210
210-220
220-230
230 - 240
240 - 250
250 - 260
260-270
270-280
280 - 290
290-300
300-310
310-320
320-330
330 - 340
340 - 350
350 - 360
360 - 370
370 - 380
380 - 390
390-400
Frequency
0
0
1
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
illustrate the frequency polygon in Figure 3.

3.4  Cumulative Frequency
   Cumulative frequency plots are often useful in
data interpretation. As an example, a cumulative
frequency histogram (Figure 4) was constructed
using the frequency table (Table 2 or 3). The
height of a bar (frequency) is the sum of all
frequencies  up to and including the one  being
plotted. Thus, the first  bar  will be  the same as
the frequency histogram, the second bar equals
the sum of the first and second  bars of the
frequency histogram, etc., and the last bar is the
sum of all frequencies.
6-
2-

—


-,
-,
"n HI ITI n n m
0 40 80 120 160 200 240 280 320
                ALGAL CELLS/ML, THOUSANDS

Figure 1. Frequency histogram; interval width is
10,000 cells/ml.

-------
BIOLOGICAL METHODS
TABLE 3.  FREQUENCY TABLE FOR DATA
 IN TABLE 1 GROUPED AT AN INTERVAL
        WIDTH OF 20,000 CELLS/ML
Interval
0- 20
20- 40
40- 60
60- 80
80 - 100
100 - 120
120- 140
140-160
160- 180
180-200
Frequency
13
11
11
2
1
2
2
2
1
0
Interval
200 - 220
220 - 240
240 - 260
260 - 280
280 - 300
300 - 320
320-340
340-360
360-380
380-400
Frequency
0
1
0
0
1
1
0
0
0
0
  Closely related  to  the cumulative  frequency
histogram is  the cumulative frequency distribu-
tion graph,  a graph of relative frequencies. To
obtain the cumulative graph, merely change the
scale  of the frequency axis  on the cumulative
frequency histogram. The scale change is made
by  dividing all values on the scale by the highest
value on the scale  (in this case the number of
observations or 48).
  The value of the cumulative frequency  distri-
bution graph is to allow relative frequency to be
read,  i.e., the fraction of observations less than
or equal to some chosen value. Exercise caution
in  extrapolating  from a  cumulative  frequency
distribution to other situations. Always bear in
mind that in spite of a planned lack of bias, each
sample, or restricted set of samples, is subject to
influences not accounted for and is therefore
unique. This caution is all the more pertinent for
cumulative frequency plots because they tend to
  14


  10-

  i
  i e-
   2-
                                    -PR-
    0   40   80   120   160   200  240   280   320
                ALGAL CELLS/ML, THOUSANDS

Figure 2.  Frequency histogram; interval width is
20,000 cells/ml.
                                                smooth out some of the variation noticed in the
                                                frequency histogram. In  addition, the phrase
                                                "fraction of observations  less  than or equal to
                                                some chosen value" can easily be read "fraction
                                                of time the observation is less than or equal to
                                                some chosen value." It is tempting to generalize
                                                from  this  reading  and  extend these results
                                                beyond their range of applicability.
                                                  14-,



                                                  10-
                                                 >-
                                                 C_3
                                                 3=
                                                 UJ

                                                 i 6


                                                   2-
                                                    0    40    80   120   160   200  240   280   320
                                                                ALGAL CELLS/ML, THOUSANDS

                                                Figure  3. Frequency polygon; interval width is
                                                20,000 cells/ml.
                                                                120   160   200  240  280  320  360  400
                                                                 ALGAL CELLS/ML, THOUSANDS

                                                Figure 4. Cumulative frequency histogram;  in-
                                                terval width is 10,000 cells/ml.


                                                3.5  Two-dimensional Graphs
                                                  Often  data are taken where  the observations
                                                are recorded as a pair (cell count  and time),
                                                (biomass and nutrient  concentration). Here a
                                                quick plot  of the set of pairs will usually be of
                                                value. Figure 5 is such a graph of data  taken
                                                from Table  1. Each  point is plotted at a height

-------
                                                   BIOMETRICS   SAMPLE MEAN AND VARIANCE
corresponding to cell  count and at a distance
from  the ordinate axis corresponding to  the
number of days since the beginning observation.
The peaks and troughs, their frequency, together
with intimate knowledge of the conditions of
the study, might suggest something of biological
interest,  further statistical analysis,  or further
field or laboratory work.
  In summary,  carefully  prepared  tables and
graphs may  be important  and informative steps
in data analysis. The  added effort  is usually
small,  whereas gains in interpretive insight may
be large. Therefore, graphic examination of data
is a  recommended  procedure in the  course of
most investigations.
   300-
   200-
   100
             10
20
                           30
               40
                       DAYS
Figure  5. An  example  of a  two-dimensional
graph plotted from algal-count data in Table 1.
4.0  SAMPLE MEAN AND VARIANCE

4.1  General Application
  Knowledge  of  certain  computations  and
computational notations is essential to the use
of statistical techniques. Some of the more basic
of these will be briefly reviewed here.
  To illustrate the computations, let us assume
we  have a set of data,  i.e., a list of numeric
values written down. Each of these values can  be
labeled  by a set of numerals beginning with 1.
Thus, the first of these values can  be called Xl,
the second X2, etc., and the last one we call Xn.
                            The data  values are  labeled with  consecutive
                            numbers (recall from  the definitions that these
                            numeric values are observations), and there are n
                            values in the set of data. A typical observation is
                            Xj, where i may take any value between 1 and n,
                            inclusive, and the subscript indicates which  X is
                            being referenced.
                              The sum of the numbers in a  data set, such as
                            our sample, is indicated in statistical computa-
                            tions by capital sigma, 2. Associated with 2 are
                            an operand (here, X;), a subscript (here, i = 1),

                            and  a superscript (here, n),  I,  Xt The  sub-
                                                        1= i
                            script  i =  1  indicates that  the value of  the
                            operand X is to be the number labeled Xt  in our
                            data set and that this is to be the first observa-
                            tion of the sum.  The superscript n indicates that
                            the last  number  of the  summation  is to be the
                            value of Xn , the last X in our data set.

                              Computations   for  the  mean,  variance,
                            standard  deviation,  variance  of the mean, and
                            standard deviation of  the mean  (standard error)
                            are presented below. Note that these are compu-
                            tations for a sample of n observations, i.e.,  they
                            are statistics.
                              Mean(X):
                                                                  X =
                                                                                         (ID
                                                  Variance (s2):

                                                  (£*)'
                                                                                         (12)
                                                                    n-l
                            Note: The Xj's are squared, then the summation
                            is performed in the first term of the numerator;
                            in the second term, the sum of the X}'s is first
                            formed,  then the sum is squared, as indicated by
                            the parentheses.
                              Standard deviation (s):
                                                                     (13)
                                                                     (14)
                              Variance of the mean (s|):
                                                    A.

-------
BIOLOGICAL METHODS
  Standard deviation  of the mean or standard
error (s-):
                                               sampling) :
                                                 For the sample mean:
                                        (15)
                                                                                       (20)
4.2  Statistics for Stratified Random Samples
  The  calculations of the  sample statistics for
stratified random sampling are as follows (see
2.2.2 Stratified random samples):
  For the mean of stratum k:
                     nk
                     %
                  _ 1=1
                  y = •
                        Vki
                                        (16)
i.e., simply  compute an arithmetic average for
the measurements of stratum k.
  For the variance of stratum k:
                    r>k-l
i.e., simply Equation 12  applied to the data of
the kth stratum.
  For the mean of the stratified sample:
                     m
                Xst=
                                        (18)
for either  type  allocation  or  alternatively for
proportional allocation:
                Yst ='
                     m

                    k-ljfl
                        n
                                        (19)
  Note  that  Equations  (18)  and  (19)  are
identical only for proportional allocation.
4.3  Statistics for Subsamples
  If simple random sampling is used to select a
subsample, the following  formulas  are used to
calculate  the  sample  statistics  (see  2.3  Sub-
where y  is the average,  computed over  sub-
samples as well as for the sample
                      Li

                     j=i yij               (21)
                  Yi=  n

where y; j equals  the observation  for the j*—
element in the i'— primary unit, and Ls  is the
number of observations  upon   elements  for
primary unit i.
  For the  variance of the sample mean:
           (y)=-
                    i
                                                                        n  A   A
                                                                       -S (Yi-Yn)2
                                                             n(n- 1) ( I, Li)2
                                        (17)   where Y, is computed as
                                                                      zT
                                               where Yn is pomputed as
                                                            Yn=-2 Yj =
                                                                n =
                                               or alternatively
                                                       s2 (y) =-
                                                                         5V.
                                                                         SY,
                                                            n(n-l)(S  LO2
                                                                                       (22)
                                                                                       (23)
                                        (24)
                                                                                       (25)
4.4  Rounding
  The questions of rounding and the number of
digits to carry  through the calculations always
arise  in  making  statistical  computations.
Measurement  data are approximations,  since
they are rounded when the measurements were
taken; count data and binomial data are not
subject to this type of approximation.
  Observe  the  following  rules when  working
with measurement or continuous data.

   • When rounding numbers to some number
 of decimal places, first look at the digit to the
                                             10

-------
                                                          BIOMETRICS - TESTS OF HYPOTHESES
right of the last place to be  retained.  If  this
number  is greater than 5, the last place to be
retained is rounded up by 1; if it is less than 5,
do not change the last place  — merely drop the
extra places. To round to 2 decimal places:
          Unrounded^
             1.239
            28.5849
Rounded
   1.24
  28.58
  • If the digit to the right of the last place to
be retained is 5, then look at the second digit to
the right  of  the last place to be kept, provided
that the  unrounded  number is recorded  with
that digit  as  a  significant digit.  If the second
digit to the right  is greater than 0, then round
the number up by 1 in the last place to be kept;
if the second digit is 0,  then look at the third
digit, etc.  To round to 1 place:
          Unrounded
           13.251
           13.25001
Rounded
  13.3
  13.3
  •  If the number is recorded to only one place
to the right of the last place to be kept, and that
digit is 0, or if the significant digits two or more
places beyond the last place to be kept are all 0,
a special rule (odd-even rule) is followed to en-
sure that upward rounding occurs as frequently
as downward rounding.  The rule is:  if the digit
to the right of the last place to be kept is 5, and
is the last digit of significance, or if all following
significant  digits are 0, round up when the last
digit to be retained is odd and drop  the 5 when
the last digit to be retained is even. To round to
1 place:
          Unrounded
           13.2500
           13.3500
Rounded
  13.2
  13.4
  Caution: all rounding must be made in 1 step
to  avoid  introducing bias.  For  example  the
number 5.451  rounded  to  a  whole number is
clearly 5,  but if the rounding were done in two
steps it would first be rounded to 5.5 then to 6.
         Retaining Significant Figures
  Retention  of significant figures in statistical
computations can be summarized in  three rules:
  •  Never use  more significance for a  raw data
value than is warranted.
  •  During intermediate computations keep all
significant figures for each data value, and carry
the computations out in full.
  •  Round the final result to the accuracy set
by the least accurate  data value.

5.0  TESTS OF HYPOTHESES
  Often in biological field studies some aspect
of the study is directed to answering a hypothet-
ical  question about  a  population.  If  the  hy-
pothesis is quantifiable, such as: "At  the time of
sampling, the standing crop of plankton biomass
per liter in lake A was  the same as the standing
crop per liter in lake B," then the hypothesis can
be tested statistically. The question of drawing a
sample in such  a way that there is freedom from
bias, so that such a  test may be made, was dis-
cussed in the section  on sampling (2.0).
  Three standard  types of tests of  hypotheses
will  be described: the  "t-test,"  the  "x2-test,"
and the "F-test."

5.1   T-test
  The t-test is used to compare a sample statistic
(such as the mean) with some  value  for  the
purpose of making a judgment about  the popula-
tion  as indicated by the sample. The comparison
value may  be the mean of another  sample (in
which case we are using the two samples to judge
whether the two populations are the  same). The
form of the t-statistic is
                      0-0
                                         (26)
                                                                   t =
where  d  =  some  sample statistic; S#  =  the
standard deviation  of the sample  statistic; and
0 = the value to which  the  sample statistic is
compared (the value of the null hypothesis).

  The  use  of the t-test requires the use  of
t-tables. The t-table is a  two-way  table usually
arranged with the  column headings being  the
probability, ex., of rejecting the null hypothesis
when it is true, and the row  headings being the
degrees of freedom.  Entry  of the table at the
                                             11

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BIOLOGICAL METHODS
correct probability level requires a discussion of
two types  of hypotheses  testable  using the
t-statistic.
  The null hypothesis is a hypothesis  of no
difference between a population parameter and
another  value. Suppose  the hypothesis  to be
tested  is that the mean, n, of  some population
equals  10.  Then  we  would   write  the  null
hypothesis (symbolized HO ) as
                  H0:ju=10

Here 10 is the value of 0 in the general form for
the t-statistic.  An  alternative  to  the  null
hypothesis is now required.  The  investigator,
viewing  the experimental situation, determines
the way in which this  is stated. If the investi-
gator  merely  wants  to  answer  whether the
sample  indicates  that n = 10  or not, then the
alternate hypothesis, Ha, is
                  Ha:ju^= 10

If it is known, for example, that fj. cannot be less
than 10, then Ha is
                  Ha:^>10

and by similar reasoning the other possible Ha is
                  Ha:/n<10
  Hence, there are two types  of alternate hy-
potheses: one where the alternative is  simply
that the null  hypothesis  is false (Ha :^L^ 10);
the other,  that the null hypothesis is false and,
in addition, that  the  population parameter lies
to  one  side or the  other of the  hypothesized
value [ Ha: ju (> or <) 10].  In the case of Ha : ju
^ 10,  the  test is called a two-tailed test; in the
case of either of the second types of alternate
hypotheses, the t-test is called  a one-tailed test.
  To  use  a  t-table,  it  must  be  determined
whether the column  headings  (probability  of a
larger  value,  or  percentage points, or  other
means of expressing a) are  set  for one-tailed or
two-tailed tests. Some tables are presented with
both headings, and the terms "sign ignored" and
"sign  considered" are  used.   "Sign  ignored"
implies  a two-tailed test, and "sign considered"
implies  a one-tailed test. Where tables are given
for  one-tailed  tests, the column  for  any
probability   (or  percentage)  is  the  column
appropriate to twice  the  probability for a two-
tailed test. Hence, if a column heading is .025
and the table is for one-tailed tests, use this same
column for .05  in a two-tailed test (double any
one-tailed  test heading to get the proper two-
tailed test  heading; or conversely, halve the two-
tailed test  heading to obtain proper headings for
one-tailed tests).
   Testing  HO  : ju = M (the population  mean
equals some value M):

                      x- M
                                          (27)
where X is  given  by  equation (11) or other
appropriate  equation;  M =  the hypothesized
population mean; and s% is given  by equation
(15). The t-table is entered  at the chosen proba-
bility level (often .05)  and  n- 1 degrees of free-
dom, where  n is the number of observations in
the sample.
  When  the  computed  t-statistic  exceeds  the
tabular value there is said to be a 1 - a proba-
bility that H0 is false.
  Testing HQ : Hi - ju2 (the mean of the popula-
tion from which sample 1 was taken equals  the
mean of the population from which sample 2
was taken):
                       - X2
                       - X2
                                          (28)
where  sXl - x2 ~ the pooled standard  error
obtained  by  adding  the  corrected  sums of
squares for sample 1 to the corrected sums of
squares for sample 2, and dividing by the sum of
the degrees  of freedom for each times the sum
of the numbers of  observations, i.e.,
                  +n2)
An alternative and frequently useful form  is

                                       (30)
            - x2
                             (n2 -
                      n2)
                               n2 - 2)
where Si2  and s22 are each computed according
to equation (12).
   For all conditions to be met where the t-test is
applicable, the sample should have been selected
 *£ sign, when unsubscripted, will indicate summation for all
observations, hence £Xj  means sum of  all observations in
sample 1.
                                              12

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                                                               BIOMETRICS - CHI SQUARE TEST
from a population distributed as a normal distri-
bution. Even if the population is not distributed
normally, however, as sample size increases, the
t-test  approaches to  applicability.  If it is
suspected  that  the  population deviates   too
drastically from the normal, exercise care in the
use of  the  t-test. One  method of  checking
whether  the  data are normally distributed  is to
plot the  observations  on  normal  probability
graph paper.  If the plot approximates a straight
line, using the t-test is acceptable.
  The t-test  is used in  certain cases where it is
known  that  the  parent  distribution  is   not
normal.   One case commonly encountered in
field studies  is the binomial. The binomial  may
describe  presence or absence, dead or alive, male
or female, etc.
  Testing H,, : P = K (the population proportion
equals some value K):
                   t =
P- K

 pq_
 n
                                         (31)
where P = the symbol for the population propor-
tion (e.g.,  proportion of males in the popula-
tion); K = a constant  positive fraction as the
hypothesized proportion;  p =  the  proportion
observed in the sample; q = the complementary
proportion (e.g., the proportion of females in
the sample or 1 - p); and n  = the  number of
observations  in the sample. Note that since p is
computed as  (number of males in the sample) /
(total number of individuals in the  sample), it
will always be a positive number less than one,
and hence, so will q. Again  a must be chosen; Ha
can be  any  of  the types  previously discussed;
and the degrees of freedom are n -1.
  Count data, where the  objects counted are
distributed randomly, follow a Poisson distribu-
tion.  If the Poisson can be used as an adequate
description of the  distribution of the popula-
tion, an approximate t may be computed.
  Testing HQ : n = M for the Poisson (the mean
of the population distributed as a Poisson equals
some hypothesized  value M):
                      X-M
                                         (32)
Note that X = a2 for the Poisson, thus"

standard deviation of the mean, s^ .
                                                                  is the
5.2  Chi Square Test (X2 -test)
  Like  t, X2  values may be found in mathe-
matical  and statistical tables tabulated in a two-
way arrangement. Usually, as with t, the column
headings are probabilities of obtaining  a  larger
X2  value when HO is true, and the row headings
are degrees of freedom. If the calculated X2 ex-
ceeds the tabular value, then  the null hypothesis
is rejected. The chi square test is often used with
the assumption of approximate normality  in the
population.
  Chi square  appears  in two forms that  differ
not only in appearance, but that provide formats
for different applications.
  • One form:

                   2 = (n-l)s2              G3)
                  A     ^                \~>~>)

is useful in  tests regarding hypotheses about o2.
  • The other form:

                 X2 = S^            (34)

where 0 =  an observed value,  and  E = an ex-
pected (hypothesized) value, is especially  useful
in  sampling from  binomial and  multinomial
distribution, i.e., where the  data may be  classi-
fied into two or more categories.
  Consider first  a  binomial situation.  Suppose
the data from fish collections from three lakes
are to be pooled  and the hypothesis of an equal
sex ratio tested (Table 4).

        TABLE 4.  POOLED FISH SEX
            DATA FROM 3  LAKES
No. males
892*(919)f
No. females
946 (919)
Total
1838
                                  "Observed values.
                                  fExpected, or hypothesized, values.
                           To  compute  the  hypothesized  values  (919
                           above), it is necessary to have formulated a null
                           hypothesis. In this case, it was
                                  Ho : No. males = No. females = (.5) (total)
                                              13

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BIOLOGICAL METHODS
Expected values are  always computed  based
upon the null hypothesis. The computation for
X2
    is
       Y2 _(892-919)2 + (946-919)2   59 _ , *
       x           __           i.syn.s.

 *n.s. = not significant

There  is one  degree of freedom for  this test.
Since computed X  is not greater than  tabulated
X2  (3.84), the null hypothesis is not rejected.
This test, of course, applies equally well to data
that has not been pooled,  i.e., where the values
are from two unpooled categories.
  The  information  contained  in each  of the
collections is partially obliterated by pooling. If
the identity of the collections is maintained, two
types  of test  may  be made: a test of the  null
hypothesis for each collection  separately; and a
test  of interaction,  i.e.,  whether  the  ratio
depends upon  the  lake from which the sample
was obtained (Table 5).

 TABLE 5.  FISH SEX DATA  FROM 3 LAKES
Lake
1
2
3
Total
No Males
346* (354)t
302 (288)
244 (277)
892 (919)
No Females
362 (354)
274 (288)
310(277)
946(919)
Total
708
576
554
1838
X2
.36 n.s.
l.SOn.s.
7.88
P = .005
1.59 n.s.
*Observed values.
t Expected, or hypothesized values.

   With the use of the same null hypothesis, the
 following results are obtained.
   The  individual  X2's  were computed in the
 same manner as equation (34), in separate tests
 of the  hypothesis for each lake. Note that the
 first two are not significant whereas the third is
 significant.  This points to probable ecological
 differences among lakes, a possibility that would
 not have been discerned by pooling the data.
   The test for interaction (dependence) is made
 by summing the individual  X2 's and subtracting
 the X 2  obtained using totals, i.e.,
     X2 (interactions) = 2X2 (individuals) - X2 (total)
                 = .36 + 1.30 + 7.88- 1.59 = 7.95
 The degrees  of freedom for the interaction X2
 are the number of individual X2 's minus one; in
 this  case, two. This interaction X2 is significant
 (P > .025), which indicates that the sex ratio is
 indeed  dependent upon the lake.
  Another  X2 test  may  be illustrated  by the
following example.  Suppose that  comparable
techniques  were  used  to collect  from  four
streams.  With the use of  three species common
to all streams, it is desired to test the hypothesis
that the three species occur in  the same  ratio
regardless of stream, i.e., that their ratio  is
independent of stream (Table 6).

    TABLE 6.  OCCURRENCE OF  THREE
              SPECIES OF FISH
 Stream
               Number of organisms
          Species 1    Species 2   Species 3
Frequency
1
2
3
4
Total
Expected
ratio
24* (21.7)t
15 (18.5)
28 (27.4)
20 (19.4)
87

87/264
12(12.5)
14(10.6)
15 (15.7)
9(11.2)
50

50/264
30(31.7)
27 (26.9)
40 (39.9)
30 (28.4)
127

127/264
66
56
83
59
264


 * Ob served values.
 •(•Expected, or hypothesized

  To discuss the table above, O( j = the observa-
tion  for the  i1—  stream and the j*— species.
Hence,  O2 3  is the observation for stream two
and  species  three, or  27.  A similar indexing
scheme applies to the expected values, E; j. For
the  totals,  a subscript  replaced  by  a  dot (.)
symbolizes that summation has occurred for the
observations indicated by that subscript. Hence,
O.2  is the  total for species  two (50); O3. is the
total for stream three (93); and O  is the grand
total (264).
  Computations of expected values make use of
the null hypothesis that the ratios  are the same
regardless of stream. The best estimate of this

ratio for any species is -r^,  the ratio of the sum
for species j to the total of all species. This ratio
multiplied by the  total for stream  i gives the
expected  number of organisms  of species j  in
stream i:
                     O.
                         (Oi.)
    (35)
  For example,
                Ei2= Tf*- (00
                   = 12.5
                                               14

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                                                                         BIOMETRICS - F-TEST
    /•f
  X   is computed as
          x2  =
-= 2.69(n.s.)
For this type of hypothesis, there are (rows -  1)
(colums - 1) degrees of freedom, in this case
                   (3) (2) = 6
In the example,  x2 is nonsignificant. Thus, there
is no evidence that the ratios among the  organ-
isms are different for different streams.
   Tests of two  types of hypotheses by X2 have
been illustrated. The first type of hypothesis was
one where there was a theoretical ratio, i.e., the
ratio of males to females is 1:1. The second type
of hypothesis was one where equal ratios were
hypothesized,  but  the  values  of  the  ratios
themselves were computed from the data. To
draw the proper  inference,  it is important  to
make a distinction between  these two types  of
hypotheses. Because the ratios are derived from
the data in the  later case, a better fit to these
ratios (smaller X2) is expected. This is compen-
sated for by loss  of degrees of freedom. Thus,
smaller  computed  X2's may  be judged signifi-
cant than would be in the case where the ratios
are hypothesized independently of the data.

5.3  F-test
  The F distribution is used for testing equality
of variance. Values of F are found in books of
mathematical  and  statistical tables as well as in
most statistics  texts. Computation  of  the  F
statistic involves the ratio of two variances, each
with  associated  degrees of  freedom. Both of
these are used to enter the table.  At any entry of
the F tables for (ni - 1) and (n2  - 1) degrees of
freedom, there are usually two or more entries.
These entries are for various levels of probability
of rejection of the null hypothesis when in fact
it is true.
  The simplest F may be  computed by forming
the ratio of two  variances.  The null hypothesis  is
HO  : Oj2 = o2 2.  The F statistic is
                   F =
                                         (36)
where  Sj2 is  computed from nj observations
and  s2 2  from n2.  For simple  variances,  the
degrees of freedom, f, will be fj = nt -  1  and
 f2  = n2  - 1. The table is entered at the chosen
 probability level,  a, and if F exceeds the tabu-
 lated value,  it  is  said that  there is a  1  - a
 probability that al 2 exceeds o2 2.

 5.4 Analysis of Variance
   Two  simple  but potentially useful examples
 of the  analysis  of variance  are  presented to
 illustrate  the use of this technique. The analysis
 of variance is a powerful and general technique
 applicable to data from virtually any experimen-
 tal or field study. There are restrictions, however,
 in the use of the technique. Experimental errors
 are assumed  to  be normally (or  approximately
 normally) distributed about a mean of zero and
 have a common variance; they are also assumed
 to be independent (i.e., there should  be no cor-
 relations among responses that are unaccounted
 for by the identifiable factors of the study or by
 the model). The effects tested must be assumed
 to be linearly additive. In practice these assump-
 tions are rarely completely  fulfilled,  but the
 analysis  of variance can be used unless signifi-
 cant departures from  normality, or correlations
 among adjacent observations, or  other types of
 measurement  bias are suspected. It  would be
 prudent,  however, to check with a statistician
 regarding any  uncertainties  about the  appli-
 cability of the test before issuing final reports or
 publications.

 5.4.1 Rando mized design
   The  analysis  of  variance for completely
 randomized designs provides a technique often
 useful in field studies. This test  is commonly
 used  for data derived from highly-controlled
 laboratory or  field  experiments  where  treat-
 ments are applied randomly to all experimental
 units, and the interest lies in whether or not the
 treatments significantly affected the response of
 the experimental units. This case  may be of use
in water quality studies, but in these studies the
  treatments  are  the  conditions found, or are
 classifications  based  upon  ecological  criteria.
 Here  the  desire is to  detect any differences in
 some type of measurement that might exist in
 conjunction  with  the field  situation  or  the
 classifications or criteria.
  For example, suppose  it  is desired to test
 whether  the biomass  of organisms  attaching to
                                              15

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BIOLOGICAL METHODS
slides suspended in streams varies from stream to
stream.  A simple analysis  such as  this could
precede a more in-depth biological study of the
comparative productivity of the streams.  Data
from such a study are presented in Table 7.

          TABLE?.  PERIPHYTON
           PRODUCTIVITY DATA
Stream
1
2
3
Slide
1
2
3
4
1
2
3
4
1
2
3
4
Biomass
(mg dry wt.)
26
20
14
25
34
28
Lost
23
31
35
40
28
  In  testing with the analysis of variance, as
with other methods, a null hypothesis should be
formulated.  In  this  case  the null hypothesis
could be:
  HO : There  are  no  differences  in  the
       biomass of organisms attached to the
       slides that may be attributed to differ-
       ences among streams.
  In  utilizing the analysis  of variance, the test
for  whether there are differences among streams
is made  by comparing two types  of variances,
most often called "mean squares" in this con-
text.  Two  mean squares  are computed:  one
based upon the means for streams; and one that
is  free of  the   effect  of  the means.  In our
example, a mean square for streams is computed
with  the use of the averages (or totals) from the
streams.  The magnitude of this mean square is
affected  both by differences among  the  means
and  by  differences among slides  of  the same
stream. The mean square for slides is computed
that  has no contribution due  to  stream  differ-
ences. If the null hypothesis is true, then differ-
ences among streams do not exist and, therefore,
they  make  no contribution to the mean  square
for  streams.  Thus,  both  mean  squares  (for
streams and for slides) are estimates of the same
variance,  and  with  repeated  sampling, they
would be expected  to average to the same value.
If the null hypothesis (H0) is true, the ratio of
these values is expected to equal one. If HQ  is
not true, i.e., if there are real differences due to
the effect of streams, then the mean square for
streams is  affected by  these differences  and  is
expected  to be the larger. The ratio in  the
second case is expected to be greater than one.
The ratio of these two variances forms an F-test.
  The analysis of variance is presented in Table
8.
   The computations are:
        (85 + 85+ 134)2
     C =	Yi	- = 8401.45

     2 Xj j2 = 262 + 20 2 + • • • + 402 + 282 = 8936
     i j
     Total SS = 8936 - 8401.45 = 534.55

     v  Xj 2   852  852   1342
     S (~} = ~4~ + ~+ T~
                                                                          = 8703-58
     Streams SS = 8703.58 - 8401.45 = 302.13
     Slides w/i streams SS = Total SS - Streams SS
                    = 534.55- 302.13
                    = 232.42

   The mean squares (MS column) are computed
 by dividing the sums of squares (SS column) by
 its  corresponding  degrees  of  freedom  (df
 column).  (Nothing is  usually learned in this
 context  by computing a total MS.) The F-test is

TAB LE 8 .   F-TEST USING PERIPHTON DATA
Source
Total

Streams
df
N-l*

t-1

S :
ij
s
SS
*ij2 -c

Xj- -C
 Slides w/i streams
Total SS - Stream SS
  *The symbols are defined as: N = total number of observations
(slides); t = number of streams; ri = number of slides in stream i;
Xjj = an observation (biomass of a slide); Xi. = sum of the
observations for stream i; and C = correction for mean =
 ij
N
Source
Total
Streams
Slides w/i
streams
df
10
2
8
SS
534.55
302.13
232.42
MS
151.065
29.055
F
5.20*
 *Significant at the 0.05 probability level.
                                              16

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                                                        BIOMETRICS - ANALYSIS OF VARIANCE
performed by computing the ratio, (mean square
for streams)!(mean square for  slides'), in this
     151.065   con
case'"2^055 = 5'20-
  When the calculated  F value (5.20) is com-
pared with the F values in the table (tabular F
values) where df = 2 for the numerator and df =
8 for the  denominator, we find that the calcu-
lated F exceeds the value of the tabular F for
probability .05. Thus, the experiment indicates a
high probability  (greater  than  0.95)  of  there
being a difference  in biomass  attached to the
slides, a difference attributable to differences  in
streams.
  Note that this analysis presumes good biologi-
cal procedure and obviously cannot discriminate
differences in streams  from differences arising,
for example, from the slides having been placed
in a riffle in one stream and a pool in the next.
In general, the  form of any analysis of variance
derives from a  model describing an observation
in the  experiment.  In the example, the model,
although not stated explicitly, assumed only two
factors  affecting  a biomass  measurement  —
streams and slides within streams. If the model
had included other factors, a more complicated
analysis of variance  would have resulted.
5.4.2 Factorial design
  Another application  of a simple analysis  of
variance may  be  made where the factors are
arranged factorially. Suppose a field study where
the effect of a suspected toxic effluent upon the
fish fauna of a river was in question (Tables 9
and 10). Five  samples  were  taken  about one-
quarter mile upstream and five, one-quarter mile
downstream in August of the summer before the
plant began operation,  and the sampling scheme
was repeated  in  August of the summer after
operations began.
  Standard statistical terminology refers to each
of  the  combinations  PiT1;  P2Tj, PiT2, and
P2T2  as treatments or treatment combinations.
Of use in the  analysis  is a table of treatment
totals.
  In planning for this  field  study, a  null and
alternate hypothesis should have been formed.
In fact, whether stated explicitly or not, the null
hypothesis was:
   HO :  The toxic effluent has no effect upon
       the weight of fish caught
This hypothesis is not stated in statistical terms
and, therefore, only implicitly tells us what test
to  make. Let us look  further at the analysis
before attempting  to state a  null hypothesis in
statistical terms.
  In  this study two factors  are identifiable:
times and positions. A study could have been
done on  each of the two factors separately, i.e.,
an attempt could have been made to distinguish
whether  there was a difference associated with
times,  assuming  all other factors insignificant,
and likewise with  the  positions.  The example,
used   here,  however,  includes  both  factors
simultaneously. Data are given for times and for
positions but  with the  complication  that  we
cannot assume that one  is insignificant when
studying  the other.  For  the purpose  of this
study,  whether there is a significant difference
with times or on the other hand with positions,
are questions that are  of little interest.  Of
interest to this study is whether the upstream-
downstream difference  varies with times. This
type of contrast is termed a positions-times inter-
action. Thus, our null hypothesis is, in statistical

   TABLE 9. POUNDS OF FISH CAUGHT
  PER 10 HOURS OVERNIGHT SET OF A
    125-FOOT, 1 ^-INCH-MESH GILL NET

   „.                    Positions
limes
Before
(Tj)



After
(T2)



Upstream (Pi)
28.3
33.7
38.2
41.1
17.6
15.9
29.5
22.1
37.6
26.7
Downstream (P2)
29.0
28.9
20.3
36.5
29.4
19.2
22.8
24.4
16.7
11.3
    TABLE 10. TREATMENT TOTALS FOR
          THE DATA OF TABLE 9

                  Positions

Before
After
Positions
totals
Upstream
158.9
131.8
290.7
Downstream
144.1
94.4
238.5

303.0
226.2
Grand total
529.2
                                             17

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BIOLOGICAL METHODS
terminology.
  Ho :  There is no significant interaction effect
  Computations for testing this hypothesis with
the use  of  an analysis  of variance  table are
presented below.
  Symbolically, an observation must have three
indices  specified  to  be  completely identified:
position, time,  and sample number. Thus there
are three subscripts:  X; jk  is an observation at
position i, time j, and from sample k. A value of
1 for i is upstream; 2, downstream;  1 for j is
before;  2, after. A particular example is X^s,
the third sample upstream after the plant began
operation, or 22.1 pounds. A total (Table 10) is
specified by  using the dot notation. For the
value  of Xj j , then  the  individually sampled
values for position i,  time j are totaled.  It is a
total for a treatment  combination. For example,
the value of Xl l. is 158.9, and the value of Xt..,
where samplings  and  times are both  totaled to
give the total for upstream, is 290.7.
  For  a slight advantage in generality, let the
following additional symbols apply: t  = number
of  times of sampling (in this case  t  = 2); p =
number of positions samples (in this case p = 2);
s = number of samples per treatment combina-
tion; and n = the total number of observations.
  The computations are:
Correction for mean (CT):

               (SXjjk)2_ (5292)2

                      = 14002.63

Treatment Sum of Squares (SSTMT):
                             - 14002.63 = 456.69
                                               Times Sum of Squares (SST):
                                                Y Y  -2
 (158.9)2  (131 8)2  (144.1)2  (94. 4)2
                           '
(Note that the divisor (5) may be factored out
here, if desired, but where a different number of
samples is taken for each treatment combination
it should be left as above.)

Positions Sum of Squares (SSP):
      - CT
                                                 sp
                                                     --CT
                                                                      - 294.91
                                               Interaction  of Positions  and  Times  Sum  of
                                               Squares (SSPT):
                                                SSTMT - SSP - SST
                                                456.69- 136.24- 294.91 = 25.54
                                               Error Sums of Squares:
                                                SXijk2- SSTMT- CT
                                                15308.24 - 456.69 - 14002.63 = 848.92
                                                  Although not important to this example, the
                                               main effects, positions and times, are tested for
                                               significance. The F table is entered with df = 1
                                               for effect tested, and df =  16 for error. The posi-
                                               tions effect is not significant at any probability
                                               usually employed. The times effect is significant
                                               with probability greater  than  .95. The inter-
                                               action effect  is not significant, and we, there-
                                               fore, conclude that  no effect of the suspected
                                               toxic effluent  can be distinguished in this data.
                                               Had  the  F  value  for interaction been  large
                                               enough, we  would have  rejected the null hy-
                                               pothesis, and  concluded that the effluent had a
                                               significant effect (Table 11).

                                                  TABLE 11. ANALYSIS OF VARIANCE
                                                     TABLE FOR FIELD STUDY DATA
                                                               OF TABLE 9
Source
Treatments
Positions
Times
Positions
X times
Error
df
3
1
1
1
16
SS
456.69
136.24
294.91
25.54
848.92
MS
136.24
294.91
25.54
53.05
F
2.56
5.55*
<1
                      = 136.24
                                               6.0  CONFIDENCE INTERVALS FOR MEANS
                                                    AND VARIANCES
                                                  When means are computed in field studies, the
                                               desire often is to report them as intervals rather
                                               than as fixed numbers. This is entirely reason-
                                               able  because computed  means  are  virtually
                                               always derived from samples and are subject to
                                               the same uncertainty that is associated with the
                                               sample.
                                             18

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                                                        BIOMETRICS - CONFIDENCE INTERVALS
  The  correct  computation  of confidence
intervals  requires that the distribution of the
observations be known. But very often approxi-
mations are close enough to correctness to be of
use, and  often are, or may be made to be, con-
servative. For computation of confidence  inter-
vals for the  mean,  the  normal distribution  is
usually assumed to apply for several reasons : the
central limit  theorem assures us that with large
samples the mean is likely to be approximately
normally distributed; the required computations
are well known and are easily applied; and  when
the normal distribution is known not to apply,
suitable transformation of the data often is avail-
able to allow a valid application.
  The confidence interval  for a mean is an  inter-
val within  which the true mean is said to have
some  stated probability of being found. If the
probability of the mean not being in the interval
is a (a could equal . 1 , .05, .01 or any probability
value), then the statement may be written
This is read, "The probability that the lower con-
fidence limit (CLt ) is less than the true mean (ju)
and that the upper confidence limit (CL2)  is
greater than the true mean, equals 1 - a." How-
ever,  we never know whether or  not the  true
mean is actually included in the interval. So the
confidence interval statement is really  a state-
ment  about our procedure rather than about  ju.
It  says that if we  follow the procedure for re-
peated experiments, a proportion  of those ex-
periments equal to a will, by chance alone, fail
to include the true mean between our limits. For
example, if a = .05, we can expect 5 of 100
confidence intervals to fail to include the  true
mean.
   To  compute  the limits, the sample mean,  X;
the standard  error, Sx ; and  the degrees  of
freedom, n-1; must be known. A ta) n- j  value
from  tables of Student's t is obtained corre-
sponding  to  n-1  degrees of  freedom  and
probability a. The computation is

               CL, =X-(ta)(SxO

               CL2 = X + (ta) (SxO

   Other  confidence limits may be  computed,
and one  additional confidence  limit is  given  in
this section - the confidence limits for the true
variance,  a2.  The information  needed here is
similar to that needed for the mean, namely, the
estimated variance, s2 ;  the degrees of freedom,
n-1; and values from X2 tables. The values from
X2  depend upon the  degrees  of freedom  and
upon the probability level, a. The confidence
interval is
                                 = 1-CV
This will be illustrated for a = .05; (n- 1) = 30;
and  s2 =  5. Since a = .05; 1 - | = 0.975; the
associated  X2  975 =  16.8 and the X20 025 =
47.25. Thus, the probability statement for the
variance in this case is
            P(3.19b a2 ^16.8) = .95
7.0  LINEAR  REGRESSION  AND  CORRE-
     LATION

7.1  Basic Concepts
  It is often desired to investigate relationships
between variables, i.e., rate of change of biomass
and  concentration of some nutrient;  mortality
per  unit of  time and  concentration  of some
toxic substance;  chlorophyll  and biomass; or
growth  rate and temperature.  As biologists, we
appreciate the incredible complexity of the real-
world relationships between such variables, but,
simultaneously, we  may wish  to investigate the
desirability of approximating these relationships
with a straight line. Such an approximation may
prove invaluable if used judiciously within the
limits of the conditions where the relation holds.
It is important to recognize that no matter how
well the straight line describes the data, a causal
relationship  between the  variables  is   never
implied.  Causality is much more  difficult to
establish than mere  description  by a  statistical
relation.
  When studying the relationship between two
variables, the data may be taken in one of two
ways. One way is to measure two variables, e.g.,
measure dry  weight  biomass and an associated
chlorophyll  measurement. Where two variables
                                             19

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BIOLOGICAL METHODS
are measured, the data are termed bivariate. The
other way is to choose the level of one variable
and  measure the associated  magnitude of the
other variable.
  Straight line  equations may  be obtained for
each  of  these  situations by the technique of
linear regression analysis, and if the object is to
predict  one  variable  from  the  other,  it  is
desirable to obtain such a relation. When the
degree of (linear) association is  to be examined,
no  straight  line need  be  derived  -  only a
measure of the  strength of the relationship. This
measure  is the correlation coefficient, and the
analysis is termed correlation analysis.
  Thus, linear regression analysis and linear cor-
relation analysis are two ways in which linear
relationships  between  two variables  may  be
examined.

7.2  Basic Computations

7.2.1 R egression equa tion
  The regression equation is the equation for a
straight line,
                   Y = a + bx
  A  graphic representation of this function is a
straight  line plotted on a two-axis graph. The
line  intercepts  the y-axis a distance, a,  away
from the origin and has a slope  whose value is b.
Both a and b can be negative, zero, or positive.
Figure 6 illustrates various possible graphs of a
regression equation.
  The regression equation is obtained by "least-
squares," a technique ensuring that a "best" line
will  be objectively obtained. The application of
least-squares to the simple case of a straight line
relation  between  two variables is extremely
simple.
  In Table 12  is a set  of data  that are used to
illustrate the use of regression analysis. Figure 7
is a plot  of these data  along with fitted line and
confidence bands.
  In  fitting the regression  equation, it is con-
venient to compute at least the following quan-
tities:
(1)  n = the number of pairs of  observation of X
      andY,
(2)  ZX = the total for X,
(3)  2Y = the total for Y,
(4)
(5)
(6)

(7)
(8)
(9)
     TABLE 12.  PERCENT SURVIVAL
       TO FRY STAGE OF EGGS OF
      GOGGLE-EYED WYKE VERSUS
           CONCENTRATION OF
          SUPERCHLOROKILL IN
      PARENTS' AQUARIUM WATER
Percent survival (Y)
74.
82.
68.
65.
60.
72.
64.
60.
57.
51.
50.
55.
24.
28.
36.
0.
10.
4.
Concentration, ppb (X)
1.
1.
1.
2.
2.
2.
3.
3.
3.
4.
4.
4.
6.
6.
6.
10.
10.
10.
    2X2 = the total of the squared X's,
    ZY2 = the total of the squared Y's,
    ZXY = the total of the products of the X,Y
       pairs,
    (SX)2 = the square of quantity (2),
    (2Y)2 = the square of quantity (3),
    (2X)(2Y) = the product of quantities (2)
       and (3),
(10) CTX = quantity (7) divided by quantity (1),
(11) CTy = quantity (8) divided by quantity (1),
(12)CTxy  = quantity (9) divided by quantity
       (1).
  With the calculation of these quantities, most
of the work associated with using linear regres-
sion  is complete.  Often calculating  machine
characteristics may  be so utilized that when one
quantity is calculated the calculation of another
is partly accomplished. Modern calculators and
computers greatly simplify this task.

  In  Table  13 are  the  computed values  of
quantities (1) through (12) for the data of Table
12.
  The estimated value for the slope of the line,
b, is computed using
             _ £XY - CTxv = (6)-(12)
               ZX2 -CTX  (4)-(10)
                                         (37)
                                              20

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                                                            BIOMETRICS - LINEAR REGRESSION
For the example, this is

                  2453 - 3726.67
                  498 -  338
               b =
rounded to the nearest whole number.
  Computation of the estimated intercept, a, is
as follows:
               a = y-bx                  (38)
                  (3)  , (2)
                 "(1)   (1)
which for the example

                 - 86°
                 - ~n
                 = 82
                             78
                            —
rounded to the nearest whole number.
  Thus, the regression equation for this data is

               Y = 82 - 8X
       A
where  Y = the percent survival, and X = con-
centration of pesticide.
  Figure 7 shows the  regression line, plotted
along with the data  points. Note that this line
appears to be a good  fit but that an eye fit might
have been slightly different and still appear to be
a "good fit." This indicates  that some uncer-
tainty is associated with the line.  If a value for y
is obtained with the  use of the regression equa-
tion with a given x, another experiment,  how-
ever well controlled,  could easily produce a dif-
ferent  value.  The predicted  values for  y are

     TABLE 13. COMPUTED VALUES
      OF QUANTITIES (1) THROUGH
     (12) FOR THE DATA OF TABLE 1 2
       Quantity
                                Value
(  1) n
(  2) SX
(  3) 2Y
(  4) 2X2
(  5) EY2
(  6) 2XY
(  7) (2X)2
(  8) (2^Y)2
(  9) (2;-'
(10) CTX
(ID CTy
(12) CTxy
    18
    78
   860
   498
 51,676
  2,453
  6,084
739,600
 67,080
   338
 41,088.89
  3,726.67
                                           subject to some uncertainty, and a statement of
                                           that uncertainty  should invariably accompany
                                           the use of the predicted y.

                                           7.2.2  Confidence intervals
                                             The proper statement of the uncertainty is an
                                           interval  estimate,  the  same  type  as  those
                                           previously  discussed for means and  variances.
                                           The  probability  statement  for  a predicted y
                                           depends  upon  the type of  prediction  being
                                           made. The regression  equation  is perhaps most
                                           often used to predict the mean y to be expected
                                           when x is some value, but it may also be used to
                                           predict the value of a particular observation of y
                                           when x is some value. These two types of predic-
                                           tions differ only in  the width of the confidence
                                           intervals. A confidence interval  for a predicted
                                           observation will be the wider of the  two types
                                           because of uncertainty associated with variations
                                           among observations of y for a given x.
                                             To  compute the confidence intervals,  first
                                           compute a variance  estimate. This is the variance
                                           due to deviations of  the observed values from
                                           the regression line. This computation is:
                                                    Sy.x =
                                                               CT
                                                               CI
                                                                        (£XY-CTxy.)2
                                                                             - CTX)
                                                                                         (39)
                                           For this example:

                                                      51,676-
                                                     Sy.X ='
                                                                        (2.453-3,727)2
                                                                         (498-338)2
                                                                     18-2
                                                                                    = 28
                                                This statistic is useful in other computations as
                                                will become apparent.
                                                  For the confidence interval, the square root of
                                                the  above  statistic,  or the standard  error  of
                                                deviations from regression is required, i.e.,
                                                  The confidence limits are computed as follows
                                                for a predicted mean:
                                                             •bXp±(ta)(Sy.x)V-
                                                where ta is chosen from a table of t values using
                                                n- 2 degrees of freedom and probability level a;
                                                A
                                                Y = the  computed  Y for which the confidence
                                                                           «
                                                interval is  sought,  a  mean  Y predicted to  be
                                             21

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BIOLOGICAL METHODS
             POSITIVE INTERCEPT
             POSITIVE SLOPE
      POSITIVE INTERCEPT
      NEGATIVE SLOPE
             ZERO INTERCEPT
             POSITIVE SLOPE
 NEGATIVE INTERCEPT
 POSITIVE SLOPE
             NEGATIVE INTERCEPT
             NEGATIVE SLOPE
NOTE: A SLOPE OF ZERO IMPLIES
     NO RELATIONSHIP.
            Figure 6. Examples of straight-line graphs illustrating regression equations.

                                           22

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                                           BIOMETRICS - LINEAR REGRESSION
80-,
                          95% CONFIDENCE BANDS
                          (PREDICTED MEAN)
60-
                                           95% CONFIDENCE BANDS
                                           (PREDICTED VALUE]
40-
20-
       PREDICTED SINGLE
       X VALUE AND CL
       FOR Y=40
               2             4            6
                CONCENTRATION OF SUPERCHLOROKILL (PPB)

          Figure 7. Regression analysis of data in Table 12.
                               23

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BIOLOGICAL METHODS
observed on the average when the X value is Xp;

Xp = the particular X value used to compute Y;

X = the mean of the  X's used in these computa-
       2X    (2)
tions;  	 =  j^-; 2X2  =  relation (4) in the

computations;  and CTX  = relation (10) in the
computations. Note that in using Equation (41)
where the signs (±) are shown, the minus (-) sign
is used when  computing the lower confidence
limit and the plus (+)  for the upper.
   If a  confidence  interval for a  particular Y
                            A
(given  a particular X,  i.e.,  Y) is  desired, the
confidence limits are computed using
bXp±(ta)(Sy,x
(Xp - X)2
   -CTX)
                                         (42)
Note  that Equation (42) differs from Equation
(41) only by the addition of 1 under the radical.
All the symbols  are the same as  for Equation
(41).  Again these confidence intervals will  be
                   A
wider than those for Y.
  If a graphical  representation of the confi-
                  *    A
dence interval for Y or Y  over a  range of X is
desired, merely compute the confidence interval
for several (usually about  5) values of X,  plot
them  on the same  graph as the regression  line,
and draw a smooth curve through them.  The
intervals  at  the extremes  of the  data will  be
wider than the intervals near the  mean values.
This is because the  uncertainty in the estimated
slope  is greater for the  extreme values than for
the central ones.
  With such a plot, the predicted value of Y and
its associated confidence interval for a given X
can be read  (see Figure 7, vertical line corre-
sponding to X = 3 and notation).

7.2.3  Calibration curve
  Often  with data  such as that given in Table
12, a  calibration curve is needed from which to
predict  X when Y is given. That  is,  the linear
relation  is established  from  the  data where
values of X (say pesticide)  are fixed and then Y
(survival  of eggs) is observed, where this relation
predicts  Y given X; then  unknown concentra-
tions  of  the  pesticide  are used,  egg  survival
measured, and the relation  is worked backwards
                                     to  obtain pesticide  concentration  from  egg
                                     survival.  This may be done graphically from a
                                     plot  such  as that  illustrated  in Figure  7.
                                     Predicted X's and associated contidence intervals
                                     may be read from the plot (see horizontal line
                                     corresponding to y = 40 and notation).
                                       Calibration curves and  confidence  intervals
                                     may also be worked algebraically. Where the
                                     problem  has fixed X's, as in  the  example, the
                                     equation for  X should be obtained algebraically,
                                     i.e.,
                                                                              (43)
for a predicted  X (X) given a mean value Ym
from a sample of m observations, the confidence
limits may be computed as follows:

  compute the quantity
                                                    . = b2-
                                                          (2X2 - CTx)
                                       compute the confidence limits as
                                                                              (44)
                                       A
                                                                           -CTX)

                                     where Ym = the average of m newly observed Y
                                     values; X, b, Y, sy.x, 2X2, CTX, and n = values
                                     obtained from the original set of data and whose
                                     meanings are^unchanged. Note that m may equal
                                     one,  and  Ym   would  therefore  be  a  single
                                     observation.
                                     7.3  Tests of Hypotheses
                                       If it  is not  clear that a  relationship  exists
                                     between Y and X, a test should be  made  to
                                     determine whether  the  slope differs from zero.
                                     The  test is a t-test with  n-2 degrees of freedom.
                                     The t value is computed  as
                                                        t = -
                                                            Sy.x
                                                          (45)
                                     where
                                                             - CTX
                                     Since the null hypothesis is
                                                       H0:ft, = 0
                                     set j30 = 0 in the t-test and it becomes

                                                         t-i
                                              24

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                                                           BIOMETRICS - LINEAR REGRESSION
If the computed t exceeds the tabular t, then the
null  hypothesis is rejected and the estimated
slope, b, is tentatively accepted. Other values of
j30 may be tested in the null hypothesis and in
the t-test statistic.
  With  data such as  those in Table  12, another
hypothesis may be tested — that of lack of fit of
the model to the data, or bias. This idea must be
distinguished from random deviations from the
straight line. Lack of  fit  implies  a nonlinear
trend as the true model, whereas random devia-
tions from  the model  imply that the model
adequately represents the  trend.  If more than
one  Y observation is available for each X (3 in
the example Table 12), random fluctuations can
be separated from deviations from the model,
i.e.,  a random error  may be  computed at each
point so that deviations from regression may be
partitioned into random error and lack of fit.
  The test is in the form of an analysis of vari-
ance and is illustrated in brief form symbolically
in Table 14. Here, the  F ratio MSL/MSE tests
linearity,  i.e., whether  a linear model is suffi-
cient;  the  ratio MSR/MSD  tests whether the
slope is significantly different from zero.

TABLE 14. ILLUSTRATION OF ANALYSIS
  OF VARIANCE TESTING LINEARITY OF
   REGRESSION AND SIGNIFICANCE OF
                REGRESSION
Source
Total
Regression
Deviations from
regression
Lack of fit
Error
df
n-1
1
n-2
m-2
n-m
MS
MSR
MSD
MSL
MSE
F
MSR/MSD
MSL/MSE
                                               level of  X;  in  this  case  always 3. For the
                                               example,
                                                                  T-2
                                                                E —= 51341
                                                                  kj

                                                 With this, the analysis of variance table (Table
                                               15) may  be constructed. In the first part of
                                               Table 15, the sums of squares and degrees of
                                               freedom are given symbolically to relate to the
                                               computations  of Table  13  and  to the above
                                               computations. The mean squares (MS) are always
                                               obtained by dividing SS by df.
                                                 When the  data for  Table 12  are  analyzed
                                               (second part  of Table  15),  there  is  a  very
                                               unusual coincidence in  the values of MS for
                                               deviations from regression, lack of fit, and error.
                                               Note  that  this  is coincidence  and they  must
                                               always be computed separately.
                                                 As already known from the graph, t-test, etc.,
                                               the regression is highly  significant. A negative
                                               result from the test for nonlinearity (lack of fit)
                                               was also suspected from the visually-satisfactory
                                               fit of Figure 7. Therefore, for this range of data,
                                               we can conclude that a linear (straight line) rela-

                                                 TABLE 15.  ANALYSIS OF VARIANCE OF
                                                   THE DATA OF TABLE 12; TESTS FOR
                                                   LINEARITY AND SIGNIFICANCE OF
                                                              REGRESSION*
Source
Total
Regression
Deviations from
regression
Lack of fit
df
n-1
1
n-2
m-2
SS
2Y2-CTy
(SXY-CTxy)2
(2X2-CTX)
Total SS - Regression SS
Deviation SS - Error SS
                                                Error
                                                                           2Y2
                                                 *Symbols refer to quantities of Table 13 or to symbols de-
                                               fined in the text immediately preceding this table.

                                               For the data of Table 12:
  To  use this ^nalys.-s, one set of computations
must be made in addition  to those of Table 13.
The computation is the same  as that for treat-
ment  sums of squares in the analysis of variance
previously discussed; in this case, levels of X are
comparable  to  treatments. First compute the
sum  of the Y's, Tt, for each level  of X. For
X = 1, T, = 224, etc. Then compute:
where kj = the number of observations for the     **significant at the o.oi probability level.
                                                                                 ki
Source
Total
Regression
Deviations from
regression
Lack of fit
Error
df
17
1

16
4
12
SS
10,587
10,139

448
113
335
MS

10,139

28
28
28
F

362**


1 n.s.

                                             25

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BIOLOGICAL METHODS
tionship  exists, with estimated slope and inter-
cept as computed.

7.4  Regression for Bivariate Data
   As mentioned, where two associated measure-
ments are  taken  without restrictions  on either,
the data are called bivariate. Linear regression is
sometimes used to predict one of the variables
by using a value from  the other.  Because no
attempt  is usually made to test bivariate data for
lack of fit, a test for deviation from regression is
as far as an  analysis of variance table is taken.
Linearity  is  assumed.  Large deviations  from
linearity will  appear in deviations from regres-
sion and cause the F values that are used to test
for the significance of regression to appear to be
nonsignificant.
   Computations  for the  bivariate case  exactly
follow those for the univariate case [quantities
(1) to (12) and as illustrated for  the  univariate
case, Table 13]."The major operating  difference
is  that, for bivariate data, the dependent variable
is chosen as the variable to be predicted, whereas
for  univariate  data, the  dependent variable is
fixed in  advance.  For  example, if the bivariate
data are pairs of  observations on algal biomass
and  chlorophyll, either could be considered the
dependent  variable.  If  biomass  is being
predicted,  then it is dependent.  For the  uni-
variate case,  such as for  the  data of  Table 12,
percent  survival  is the  dependent  variable by
virtue of the nature of the experiment.
   In the preceding section,  it was seen that X
and  its  confidence interval  could be  predicted
from Y  for univariate data  (Equations 43, 44,
and  45). But note that Equation (43) is merely

           TABLE 16.  TYPES OF
       COMPUTATIONS ACCORDING
      TO VARIABLE PREDICTED AND
                DATATYPE*
Predicted
variable
Y
X
Bivariate
data
y = RI (X)
x = R2 (Y)
Univariate data
(fixed X's)
y = RI (X)
X = Rf1 (y)
         *Ri symbolizes the regression using Y as
       dependent variable, R2 a regression computed
       using X as dependent variable, R^1 is a alge-
       braic rearrangement solving for X when the
       regression was Rj.
an algebraic  rearrangement of the regression of
Y on X. For the bivariate case, this approach is
not  appropriate. If a regression  of Y on X is
fitted for bivariate  data, and subsequently a pre-
diction  of X rather  than Y is desired,  a new
regression  must be computed. This is a  simple
task, and all the basic quantities are contained in
a set of computations similar to computations in
Table 13. A summary of the types of computa-
tions for univariate and bivariate data is given in
Table 16.
  Since  the  computations  for  the bivariate
regression of Y on X are the* same as those for
the  univariate  case, they will  not be repeated.
Where X is  to  be  predicted,  all  computations
proceed simply by  interchanging X and Y in the
notation. The computations for b and a are:
  for the slope:
               bx.y =
                            xy
                        - CT
                     (6) - (12)
                     (5) - (11)
                     (46)
  for the intercept:
               "x.y '
                    (Sx)
(i)
                        -b
                          'x.y '
                          x'y
                     (47)
                              (i)
7.5  Linear Correlation
  If a linear relationship is known to exist or
can be assumed, the degree of association of two
variables can be examined by linear correlation
analysis. The data must be bivariate.
  The correlation  coefficient, r, is computed by
the following:
                    2XY - CTXy
V(2X2 -
CTX)
                             - CTy)
                                          (48)
  A perfect  correlation  (all  points  falling on  a
straight line  with a nonzero slope) is indicated
by a correlation coefficient of, r = 1, or r = - 1.
The negative value implies a decrease in one of
the  variables with an  increase in the  other.
Correlation coefficients of r = 0 implies no linear
relationship between the variables. Any real data
will  result in correlation coefficients  between
the extremes.
                                              26

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                                                                  BIOMETRICS - LINEAR CORRELATION
   If a correlation coefficient is computed and is
of low magnitude,  test it to determine whether
it  is significantly different from zero. The test, a
t-test, is computed as follows:
                                              (49)
The computed t is compared  with the tabular t
with n- 2 degrees of freedom and chosen proba-
bility  level.  If  the  computed  t exceeds  the
tabular t, the null hypothesis that the true corre-
lation coeffiqient equals zero is rejected, and the
computed r may be used.
8.0  BIBLIOGRAPHY

Cochran, W. G. 1959. Sampling techniques. John Wiley and Sons, New York. 330 pp.
Li, }. C. R. 1957. Introduction to statistical inference. Edwaid Brothers, Inc., Ann Arbor. 553 pp.
Natrella, M. G. 1963. Experimental statistics. National Bureau of Standards Handbook No. 91, U.S. Govt. Printing Office.
Snedecor, G. W., and W. G. Cochran. 1967. Statistical methods, 6th edition. Iowa State Univ. Press, Ames.
Southwood, R. T. E. 1966. Ecological methods with particular reference to the study of insect populations. Chapman and Hall, Ltd.,
  London. 391 pp.
Steele, R. G. D., and J. H. Torrie. 1960. Principles and procedures of statistics with special reference to the biological sciences. McGraw
  Hill, New York. 481 pp.
Stuart, A. 1962. Basic ideas of scientific sampling. Hafner, New York. 99 pp.
                                                   27

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PLANKTON

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                          PLANKTON
1.0 INTRODUCTION    	
2.0 SAMPLE COLLECTION AND PRESERVATION   	     1
    2.1  General Considerations	     1
        2.1.1 Influential factors  	     1
        2.1.2 Sampling frequency   	     2
        2.1.3 Sampling locations    	     2
        2.1.4 Sampling depth  	     2
        2.1.5 Field notes   	     3
        2.1.6 Sample labelling  	     3
    2.2  Phytoplankton   	     3
        2.2.1 Sampling equipment	     3
        2.2.2 Sample volume   	     4
        2.2.3 Sample preservation   	     4
    2.3  Zooplankton  	     4
        2.3.1 Sampling equipment	     4
        2.3.2 Sample volume   	     5
        2.3.3 Sample preservation   	     5
3.0 SAMPLE PREPARATION  	     5
    3.1  Phytoplankton   	     5
        3.1.1 Sedimentation	     6
        3.1.2 Centrifugation	     6
        3.1.3 Filtration   	     6
    3.2  Zooplankton	     6
4.0 SAMPLE ANALYSIS	     6
    4.1  Phytoplankton   	     6
        4.1.1 Qualitative analysis of phytoplankton	     6
        4.1.2 Quantitative analysis of phytoplankton  	     8
    4.2  Zooplankton  	    12
        4.2.1 Qualitative analysis of zooplankton  	    12
        4.2.2 Quantitative analysis of zooplankton   	    12
5.0 BIOMASS DETERMINATION   	    13
    5.1  Dry and Ash-Free Weight    	    13
        5.1.1 Dry weight   	    14
        5.1.2 Ash-free weight  	    14
    5.2  Chlorophyll   	    14
        5.2.1 In vitro measurements	    14
        5.2.2 In vivo measurement   	    15
        5.2.3 Pheophytin correction	    15
    5.3  Cell Volume   	    16
        5.3.1 Microscopic (algae and bacteria)	    16
        5.3.2 Displacement (zooplankton)   	    16
    5.4  Cell Surface Area of Phytoplankton   	    16
6.0 PHYTOPLANKTON PRODUCTIVITY	    16
    6.1  Oxygen Method   	    16
    6.2  Carbon-14 Method  	    17
7.0 REFERENCES  	    17

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                                      PLANKTON
1.0  INTRODUCTION
  Plankton are defined here as organisms sus-
pended in a body of water and because of their
physical characteristics or size,  are incapable of
sustained mobility in directions counter  to the
water currents. Most of the plankton are micro-
scopic and of essentially neutral buoyancy. All
of them drift  with the currents.
  Plankton consists of both plants (phytoplank-
ton) and animals (zooplankton), and complex
interrelationships  exist among the various com-
ponents of these groups. Chlorophyll-bearing
plants such  as algae usually  constitute  the
greatest portion of the biomass of the plankton.
Phytoplankton use  the energy of sunlight to
metabolize inorganic nutrients and convert them
to complex organic materials. Zooplankton and
other herbivores graze upon the phytoplankton
and, in turn,  are  preyed  upon  by other  organ-
isms,  thus  passing the stored energy along to
larger and usually more complex organisms. In
this manner nutrients become available to large
organisms  such as macroinvertebrates and fish.
  Organic materials excreted by plankton,  and
products of  plankton decomposition, provide
nutrients  for  heterotrophic  microorganisms
(many of which are also members of the  plank-
ton assemblage). The heterotrophs break down
organic matter and  release inorganic nutrients
which become available  again  for  use by the
"primary  producers."  In  waters severely  pol-
luted by organic matter, such as sewage, hetero-
trophs may be extremely abundant, sometimes
having a mass exceeding that of the algae. As a
result  of heterotrophic metabolism, high con-
centrations of inorganic nutrients become avail-
able and massive algal blooms may develop.
  Plankton may  form the base of  the food
pyramid and drift with the pollutants; therefore,
data concerning them may be particularly signif-
icant to the pollution biologist. Plankton blooms
often  cause  extreme  fluctuations  of  the dis-
solved oxygen content of the water, may be one
of the causes  of tastes and odors in the water
and, if present in large numbers, are aesthetically
objectionable. In  some cases, plankton may be
of limited value as  indicator  organisms because
the plankton move with  the  water currents;
thus, the origin of the plankton may be obscure
and the duration of exposure to pollutants may
be unknown.
  The  quantity of phytoplankton occurring at a
particular station  depends upon many  factors
including sampling depth, time of day, season of
year, nutrient content of water, and the pres-
ence of toxic materials.

2.0   SAMPLE  COLLECTION  AND   PRES-
ERVATION

2.1 General Considerations
  Before plankton samples are collected, a study
design  must be formulated. The  objectives must
be clearly defined, and  the scope  of the study
must remain within the  limitations of available
manpower, time,  and money. Historical, biolo-
gical, chemical, and physical (especially hydro-
logical) data  should be examined when planning
a study. Examination of biological and chemical
data often reveals areas that warrant intensive
sampling  an*l other  areas  where  periodic  or
seasonal sampling will suffice.
  Physical data  are  extremely useful in  the
design  of plankton studies; of particular impor-
tance  are data concerning volume of flow, cur-
rents,  prevailing  wind  direction,  temperature,
turbidity (light penetration),  depths of reservoir
penstock  releases,  and  estuarine  salinity
"wedges."
  After historical data have been examined, the
study  site should  be visited  for reconnaissance
and preliminary sampling. Based on the  results
of this reconnaissance and  on the preliminary
plankton data, the survey plan can be modified
to better fulfill study objectives and to facilitate
efficient sampling.

2.1.1   Influential factors
  In planning and conducting a plankton survey,
a  number of factors  influence  decisions and
often  alter collection routines. Since water cur-
rents   determine   the  directions  of plankton
movements,  knowing the directions, intensity,
and complexity of currents in the sampling area
is  important. Some  factors that influence cur-

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BIOLOGICAL METHODS
rents are winds, flow, solar heating, and tides.
  Sunlight influences both the movements of
plankton and primary production. Daily vertical
plankton  migrations are  common  in  many
waters. Cloud cover, turbidity, and shading (e.g.,
from ice cover and dense growths of vegetation)
influence the amount of light available to plank-
ton.
  Chemical  factors,  such as salinity, nutrients,
and toxic agents, can profoundly affect plank-
ton production and survival.
  The  nutrients most frequently mentioned in
the literature as stimulators of algal growth are
nitrogen and phosphorus; however, a paucity of
any vital nutrient can limit algal production. The
third category of chemical  factors, toxic agents,
is almost  limitless in  its components and com-
binations  of effects.  Toxic compounds  may be
synergistic or  antagonistic  to one another and
may either  kill planktonic organisms or alter
their life  cycles. Many  chemicals discharged in
industrial effluents are toxic to plankton.

2.1.2  Sampling frequency
  The objectives of the study and time and man-
power limitations dictate the frequency at which
plankton samples are taken. If it is necessary to
know the year-round plankton population in a
body of water,  it is necessary to sample weekly
through  spring and  summer  and monthly
through fall  and winter.  However, more frequent
sampling is  often necessary.  Because numerous
plankton  samples are usually needed to char-
acterize the plankton, take daily  samples when-
ever possible. Ideally, collections  include one or
two subsurface  samples per  day at each river
sampling  station  and  additional  samples at
various depths in lakes, estuaries, and oceans.

2.1.3  Sampling locations
  In long-term  programs, such as ambient trend
monitoring, sampling should  be sufficiently fre-
quent and widespread to define the nature and
quantity of all plankton in the body of water
being studied. In short-term studies designed to
show the  effects of specific pollution sources on
the plankton,  sampling station  locations and
sampling depths may be more restricted  because
of limitations in time and manpower.
  The physical nature  of the  water greatly
influences  the  selection of sampling sites.  On
small streams,  a  great  deal of planning is not
usually required; here,  locate the  stations up-
stream from a suspected pollution source and as
far downstream  as  pollutional effects are  ex-
pected. Take great care, however,  in interpreting
plankton data from  small streams,  where much
of the "plankton"  may be derived from the
scouring  of periphyton from the  stream bed.
These  attached organisms may have been  ex-
posed to pollution at fixed points for unknown
time periods. On rivers,  locate sampling stations,
both upstream  and downstream from pollution
sources and, because lateral mixing often does
not  occur for  great  distances  downstream,
sample on  both sides of the river. In both rivers
and streams, care should be taken  to account for
confusing interferences  such as  contribuiions of
plankton from  lakes, reservoirs, and backwater
areas. Plankton sampling stations  in lakes, reser-
voirs, estuaries, and  the oceans are generally
located in  grid  networks or along longitudinal
transects.
   The location, magnitude, and temperature of
pollutional discharges  affect  their  dispersal,
dilution,  and effects on the plankton. Pollutants
discharged  from various sources may be antag-
onistic, synergistic, or additive in their effects on
plankton. If possible, locate sampling stations in
such a manner as to separate these effects.
   In  choosing  sampling  station  locations,
include areas from which plankton have been
collected in the past.  Contemporary  plankton
data can  then be compared with  historical data,
thus documenting long-term pollutional effects.

2.1.4  Sampling dep th
   The waters of streams and rivers  are generally
well mixed, and  subsurface sampling is suffi-
cient.  Sample  in the main channel and avoid
backwater  areas. In lakes  and  reservoirs where
plankton  composition  and  density  may  vary
with  depth,  take samples from several depths.
The  depth at the station and the depth of the
thermocline (or sometimes the euphotic zone)
generally determines sampling depths. In shallow
areas (2  to 3 meters, 5 to 10  feet), subsurface

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                                                                       PLANKTON COLLECTION
sampling is usually sufficient.  In deeper areas,
take samples at regular intervals with depth. If
only phytoplankton are to be examined, samples
may be  taken at three  depths, evenly spaced
from the surface to the thermocline. When col-
lecting  zooplankton,  however, sample at  1-
meter  intervals  from  the  surface  to  the  lake
bottom.
  Because  many factors  influence the nature
and  distribution of plankton  in estuaries, in-
tensive sampling is necessary. Here, marine and
freshwater  plankton may be found along with
brackish-water organisms that are neither strictly
marine  nor strictly  freshwater inhabitants. In
addition  to the influences of  the thermocline
and  light penetration on plankton depth distri-
bution,  the layering of waters of different sa-
linities  may inhibit the  complete  mixing of
freshwater   plankton  with  marine  forms. In
estuaries with extreme tides, the dimensions of
these layers may change considerably during the
course  of the  tidal cycle. However, the natural
buoyancy of the plankton generally facilitates
the mixing  of forms. Estuarine  plankton should
be sampled at regular intervals from the surface
to the bottom three or four times during one or
more tidal cycles.
  In deep marine waters or lakes, collect plank-
ton samples at 3- to 6-meter intervals  through-
out the euphotic zone (it is neither practical nor
profitable to sample the entire  water column in
very deep waters). The limits of sampling depth
in these waters may be an arbitrary depth below
the thermocline or the euphotic zone, or both.
Perform tow or  net sampling at 90° to the wind
direction.

2.1.5 Field notes
  Keep a record book containing all information
written  on  the  sample label, plus  pertinent
additional  notes. These  additional notes  may
include, but need not be restricted to:


    •  Weather information —  especially di-
       rection and intensity of wind
    •   Cloud cover
    •  Water surface  condition — smooth?  Is
       plankton clumping at surface?
    •  Water color and turbidity
    •   Total depth at station
    •   A list of all types of samples taken at
        station.
    •   General  descriptive information  (e.g.,
        direction, distance, and description  of
        effluents  in the  vicinity).  Sampling
        stations  should be plotted on a map.

2.1.6  Sample labelling
  Both  labels and marker should be water proof
(a soft-lead  pencil is recommended).  Insert the
labels into  sample containers immediately  as
plankton  samples  are  collected.  Record  the
following information on all labels:
        Location
        name  of river, lake, etc.
        distance and direction to nearest city
        state and county
        river mile,  latitude,  and  longitude,  or
        other description
        Date and time
        Depth
        Type of sample (e.g., grab, vertical plank-
        ton net  haul, etc.)
        Sample volume, tow length
        Preservatives used and concentration
        Name of collector
2.2  Phytoplankton

2.2.1  Sampling equipment
  The type of samping equipment used is highly
dependent upon where and how the sample is
being taken (i.e., from  a small lake, large deep
lake, small stream, large stream, from the shore,
from a bridge, from a small boat, or from a large
boat) and how it is to be used.
  The cylindrical type of sarrtpler with stoppers
that leave the ends open to allow free passage of
water  through  the  cylinder  while  it's being
lowered  is  recommended.  A messenger is re-
leased  at the desired depth to close the stoppers
in the ends. The Kemmerer, Juday, and  Van
Dorn samplers  have  such a design and can  be
obtained in a variety  of sizes and materials. Use
only nonmetallic samplers when metal analysis,
algal assays, or primary productivity measure-
ments  are being performed.  In shallow waters
and  when  surface  samples  are desired, the

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BIOLOGICAL METHODS
sampler can be held in a horizontal position and
operated manually. For sampling in deep waters,
the Nansen reversing  water bottle is often used
and a boat equipped  with a  winch is desirable.
Take caution when sampling from bridges with a
Kemmerer type water bottle; if the messenger is
dropped from the height of a  bridge,  it can
batter  and destroy  the  triggering  device.  To
avoid this, support a messenger a few feet above
the sampler  by an attached  string and drop it
when the sampler is in place.
  Net   collection  of  phytoplankton  is not
recommended  for quantitative  work.  Nanno-
plankton  and even larger  algae,  such as some
pennate   diatoms, are  thin   enough  to  pass
through  the  meshes of  the net  if  oriented
properly.  Using a pump also presents problems:
when the  water is stratified, the tubing must  be
flushed  between samplings and  delicate algae
may be harmed.

2.2.2  Sample volume
  No fixed rule can be  followed concerning the
volume  of sample to  be taken — sampling per-
sonnel must use  their own judgment. The vol-
ume of the  sample  needed depends  on the
numbers and kinds of analyses to be carried out,
e.g., cell counts,  chlorophyll, dry weight. When
phytoplankton densities are  less than 500 per
ml, approximately 6 liters  of sample are required
for Sedgwick-Rafter  and  diatom species pro-
portional  counts. In most cases,  a  1- to 2-liter
sample will suffice for  more  productive waters.

2.2.3 Sample preservation
  Biologists  use  a variety  of preservatives, and
each has advantages.  If  samples are to be stored
for more than  1 year, the preferred preservative
is formalin (40 percent formaldehyde = 100 per-
cent formalin), which has been neutralized with
sodium  tetraborate (pH 7.0 to 7.3). Five milli-
liters  of the neutralized formalin are added for
each  100  ml of sample.  This preservative will
cause many flagellated forms to lose  flagella.
Adding  saturated cupric sulfate solution to the
preserved samples maintains  the  green color of
phytoplankton  samples   and  aids   in  distin-
guishing phytoplankton from detritus. One milli-
Hter of  the saturated solution per liter of sample
is adequate.  Adding detergent solution prevents
clumping  of settled  organisms.  One  part  of
surgical detergent to five parts of water makes a
convenient stock solution. Add 5  ml of stock
solution per liter of sample.  Do not use deter-
gent when diatom slides are to be made.
  Merthiolate is less desirable as a  preservative,
but  offers  the  advantage of staining cell parts
and  simplifying  identification.  It  also causes
some of the algae,  such as blue-greens,  to lose
gas from their vacuoles and, therefore, enhances
settling. Samples preserved with merthiolate are
not  sterile, and should not  be stored for more
than 1 year. After that time formalin should be
used. Merthiolate solution is prepared  by  dis-
solving the following in 1 liter of distilled water.


     •  1.0 gram of merthiolate (sodium ethyl-
        mercury thiosalicylate).
     •  1.0 ml  of aqueous  saturated iodine-
        potassium iodide solution  prepared  by
        dissolving 40  grams  of iodine and  60
        grams of potassium iodide in 1  liter of
        distilled water.
     •  1.5 gram of Borax (sodium  bo rate)


   Dissolve each of the components separately in
approximately  300 ml of distilled water, com-
bine, and make up to 1 liter with distilled water.
Add the resulting stock solution to  samples to
give a final concentration (V/V) of 36 mg/liter
(i.e., 37.3 ml added to 1 liter of sample).

2.3  Zooplankton

2.3.1  Sampling equipment
   Zooplankton  analyses require  larger  samples
than those needed for phytoplankton analyses.
Collect quantitative samples with  a  messenger-
operated water bottle, plankton trap, or metered
plankton net. Obtain  semi-quantitative  samples
by filtering surface water samples through nylon
netting or by towing an unmetered plankton net
through the water. In moderately  and highly
productive  waters,  a  6-liter  water  sample  is
usually sufficient. In oligotrophic, estuarine, and
coastal waters, remove zooplankters from several
hundred liters of the waters  being  sampled with
the use of towed nets. Take  duplicate samples if
chemical analyses are desired.

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                                                                   PLANKTON PRESERVATION
  Several sampling methods can be used.

                   Towing

  An outboard motor boat fitted with a small
davit,  meter wheel,  wire-angle indicator, and
hand-operated winch  is desirable.  A 3- to 5-kg
weight attached to the line is used to sink the
net.  Maintain speed to ensure a wire angle near
60°  for easy calculation of the actual  sampling
depth  of the net.  The actual sampling  depth
equals the  amount  of wire extended times the
cosine of the wire angle.
  Oblique  tow-Make an 8-minute tow at four
levels in the water column (2  minutes at each
level: just  above the  bottom,  1/3 total depth,
2/3  total depth, and  just below the surface) to
estimate zooplankton  abundance.
  Horizontal tow-Take samples for estimating
zooplankton distribution and abundance within
a particular layer of water with  a messenger-
operated  net   equipped with  a  flow-through
measuring  vane (such  as  the Clarke-Bumpus
sampler). Each tow lasts from 5  to 8 minutes.
  Vertical  two-Lower  a  weighted net to the
desired  depth,  record the  amount of line ex-
tended, and retrieve  at a rate of 0.5 to 1.0
meters per second. The volume of water strained
can  be estimated.  Duplicate vertical tows are
suggested at each station.
  To sample most sizes of zooplankters, two
nets  of different mesh size can be attached a
short distance apart on the same line.

                 Net casting
  Zooplankton can also be sampled from shore
by casting  a weighted net as far as  possible,
allowing the net to reach depth, and hauling to
shore at the rate of 0.5 to 1.0 meters per second.
Take several samples to   obtain  a  qualitative
estimate of relative   abundance  and  species
present.
  Suggested net  sizes are: No. 6 (0.239 mm
aperture) for adult copepods in  estuarine and
coastal  waters;  No. 10 (0.158 mm) for  cope-
podites in saline water or microcrustacea in fresh
water; and No. 20 (0.076 mm) for rotifers and
nauplii. The No.  20 net clogs easily with  phy-
toplankton because of its small aperture size.
  Rinse messenger-operated samplers with clean
water, allow to dry,  and lubricate all  moving
parts  with light machine oil. Clean nylon netting
material thoroughly, rinse with clean water, and
allow to dry (out of direct sunlight)  before
storing.

2.3.2  Sample volume
  The sample volume varies with the  specific
purpose  of  the  study.  Twenty-liter  surface
samples obtained by bucket and filtered through
a No. 20  net are large  enough to obtain an
estimate  of zooplankton present  in  flowing
streams and  ponds. In lakes, large rivers, estu-
aries and coastal waters,  filter 1.5 m3 (horizon-
tal tow) to 5 m3 (oblique tow) of water through
nets for adequate representation of species pres-
ent.

2.3.3  Sample preservation
  For identification and enumeration, preserve
grab samples in a  final concentration of 5 per-
cent neutral (add sodium tetraborate to obtain a
pH of 7.0 to  7.3) formalin. Adding either 70
percent ethanol or 5  percent neutral formalin,
each with 5 percent glycern (glycerol) added, to
preserve the concentrated net samples. Formalin
is usually used for preserving samples obtained
from  coastal waters.  In  detritus-laden samples,
add  0.04 percent  Rose  Bengal stain to  help
differentiate  zooplankters from plant material.
  For chemical analysis  (taken, in part, from
Recommended Procedures  for  Measuring  the
Productivity  of Plankton  Standing  Stock and
Related Oceanic Properties, National Academy
of Sciences,  Washington, D.C.  1960),  the  con-
centrated sample  is  placed in a fine-meshed
(bolting  silk or nylon) bag, drained  of excess
water, placed in a plastic bag, and frozen for
laboratory  processing. If the  sample is taken
from  an  estuarine  or  coastal station,  the nylon
bag is dipped several  times in distilled water to
remove the chloride  from interstitial  seawater
which can interfere with carbon analysis.

3.0  SAMPLE PREPARATION

3.1  Phy to plankton
  As  the phytoplankton  density decreases,  the
amount of concentration must be increased and,
accordingly, larger sample volumes are required.

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BIOLOGICAL METHODS
As a rule of thumb, concentrate samples when
phytoplankton  densities are below  500 per ml;
approximately 6 liters of sample are required at
that  cell concentration. Generally,  1 liter is an
adequate routine sample volume.
  The following three methods may be used for
concentrating  preserved  phytoplankton,  but
sedimentation is preferred.

3.1.1  Sedimentation
  Preserved phytoplankton samples can often be
settled in the original storage containers. Settling
time is   directly  related to the  depth  of the
sample  in  the  bottle or settling tube. On the
average,  allow  4 hours per 10 mm of depth.
After   settling,  siphon  off  the  supernatant
(Figure  1) or decant through  a side drain. The
use of  a  detergent aids in settling.  Exercise
caution  because of the different sedimentation
rates of the  diverse sizes  and  shapes of phyto-
plankton.

3.1.2  Centrifugation
  During  centrifugation,  some  of the more
fragile forms may be destroyed or  flagella may
become detached. In using plankton centrifuges,
many   of  the  cells  may  be  lost;   modern
continuous-flow centrifuges avoid this.

3.1.3 Filtration
  To concentrate  samples  by  filtration,  pass
through a  membrane  filter.  A special filter
apparatus  and  a vacuum source are required.
Samples containing large amounts of suspended
material  (other than phytoplankton)  are
difficult to enumerate by this method, because
the suspended matter tends  to crush the phyto-
plankters  or obscure  them  from  view.  The
vacuum  should  not  exceed 0.5 atmospheres.
Concentration by filtration is particularly useful
for samples low in plankton and silt  content.

3.2  Zooplankton
  The   zooplankton in grab samples  are con-
centrated prior to counting by allowing them to
settle for  24 hours in laboratory  cylinders  of
appropriate  size  or  in  specially  constructed
settling  tubes (Figure 1).
         50.8 CM
                      I.D,
Figure 1.  Plexiglas plankton settling tube with
          side  drain and detachable  cup.  Not
          drawn to scale.

Take  care  to recover organisms (especially the
Cladocera) that cling to the surface of the water
in the settling tube.

4.0  SAMPLE ANALYSIS

4.1   Phytoplankton

4.1.1   Qualitative analysis of phytoplankton
  The optical equipment needed includes a good
quality compound binocular microscope with a
mechanical stage. For high magnification, a sub-
stage  condenser  is required. The ocular  lens
should be  8X to 12X.  Binocular  eyepieces are
generally  preferred over a monocular eyepiece
because of reduced fatigue. Four turret-mounted
objective  lenses should be provided with mag-
nifications of approximately 10, 20, 45, and

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                                                                               PLANKTON COUNTING
 100X. When  combined  with  the oculars,  the
 following  characteristics  are  approximately
 correct.
Objective
lens
10X
20X
45X
100X
Ocular
lens
10X
10X
10X
10X
Subject
magnification
100X
200X
450X
1000X
Maximum working
distance between
objective and
cover slip, mm
7
1.3
0.5-0.7
0.2
Depth of
focus, H
8
2
1
0.4
   An initial examination is needed because most
phytoplankton  samples will contain a  diverse
assemblage  of organisms.  Carry out  the identi-
fication to  species whenever  possible.  Because
the  size range of the individual organisms may
extend  over  several  orders of magnitude,  no
single magnification  is completely  satisfactory
for  identification. For the initial examination,
place one or two drops of a  concentrate on a
glass slide and cover  with a No. 1 or No.  1-1/2
cover slip. Use the 1 OX objective to examine the
entire area  under  the cover slip and record all
identifiable  organisms.  Then examine with the
20  and 45X objectives.   Some very small  or-
ganisms  may  require  the  use  of  the  100X
objective (oil immersion) for identification. The
initial examination helps  to obtain  an estimate
of population density and may indicate the need
for  subsequent dilution or concentration of the
sample,  to  recognize  characteristics of small
forms not obvious during the routine counting
procedure,  and to  decide  if more than one type
of counting procedure must be used.
   When identifying phytoplankton,  it is useful
to  examine  fresh, unpreserved samples.  Pres-
ervation may cause some  forms to become dis-
torted, lose flagella,  or be lost together.  These
can  be  determined  by a  comparison between
fresh and preserved samples.
   As the sample is examined  under  the micro-
scope,  identify  the   phytoplankton  and  tally
under the  following  categories:  coccoid blue-
green, filamentous blue-green,  coccoid  green,
filamentous  green, green  flagellates,  other pig-
mented flagellates, centric  diatoms, and pennate
diatoms.  In  tallying  diatoms,  distinguish be-
 tween "live" cells, i.e., those  that  contain any
 part  of  a  protoplast,  and empty  frustules  or
 shells.
   The availability  of  taxonomic  bench  refer-
 ences and the skill of  the biologist will govern
 the sophistication of identification  efforts. No
 single reference is  completely adequate for  all
 phytoplankton.  Some  general references  that
 should  be  available  are  listed  below. Those
 marked with an asterisk are considered essential.

 American Public Health Association,  1971. Standard methods
  for the examination of water and wastewater. 13th edition.
  Washington, D.C.
 Bourrelly, P. 1966-1968. Les  algues d'eau douce. 1966. Tome
  Mil, Boubee & Cie, Paris.
 Fott, B. 1959. Algenkunde. Gustav Fischer, Jena. (2nd  revised
  edition, 1970.)
 Prescott, G. W. 1954. How to  know the fresh-water algae. W. C.
  Brown Company, Dubuque. (2nd edition, 1964.)
 *Prescott, G. W. 1962. Algae of the Western Great Lakes Area.
  (2nd edition), W. C. Brown, Dubuque.
 *Smith, G. M. 1950. The freshwater algae of the United States.
  (2nd edition), McGraw-Hill Book Co., New York.
 Ward, H. B., and G. C. Whipple. 1965. Fresh-water biology. 2nd
  edition edited by W. T. Edmonson. John Wiley and Sons, New
  York.
 *Weber, C. I. 1966. A guide to the common diatoms at water
  pollution  surveillance  system stations. USDI, FWPCA, Cin-
  cinnati.
 West, G. S., and F.  E. Fritsch. 1927. A treatise on the  British
  freshwater  algae. Cambridge  Univ. Press. (Reprinted 1967; J.
  Cramer, Lehre; Wheldon & Wesley, Ltd.;  and Stecherthafner,
  Inc., New York.)

   Specialized references that may  be required
 for  exact  identification   within  certain  taxo-
 nomic groups include:

 Brant, K., and C. Apstem. 1964. Nordisches Plankton. A. Asher
  & Co., Amsterdam. (Reprint of the 1908 publication published
  by Verlag von Lipsius & Tischer, Kiel and Leipzig.)
 Cleve-Euler, A. 1968. Die diatomeen von Schweden und Finn-
  land, I-V. Bibliotheca Phycologica, Band 5, J.  Cramer,  Lehre,
  Germany.
 Cupp, E. 1943. Marine plankton diatoms of the west coast of
  North  America.  Bull. Scripps Inst.  Oceanogr., Univ.  Calif.,
  5:1-238.

Curl,  H  1959. The phytoplankton of Apalachee Bay and the
  Northwestern Gulf of Mexico. Univ.  Texas Inst. Marine Sci.,
  Vol. 6, 277-320.

 *Drouet, F. 1968. Revision of the classification of the Oscilla-
  toriaceae. Acad. Natural Sci., Philadelphia.

 *Drouet, F.,  and W. A. Daily. 1956. Revision  of the coccoid
  Myxophyceae. Butler Univ. Bot. Stud. XII., Indianapolis.
Fott,  B. 1969. Studies in phycology. E.  Schweizerbart'sche
  Verlagsbuchhandlung (Nagele  u.  Obermiller),  Stuttgart, Ger-
  many.

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BIOLOGICAL METHODS
*Fritsch, F. E. 1956. The structure and reproduction of the
 algae. Volumes I and II. Cambridge University Press.
Geitler,  L. 1932. Cyanophyceae. In: Rabehnorst's Kryptoga-
 men-Flora, 14:1-1096. Akademische  Verlagsgesellschaft
 m.b.H., Leipzig. (Available from Johnson Reprint Corp., New
 York.)
Glezer, Z. I. 1966. Cryptogamic plants of the U.S.S.R., volume
 VII: Sihoflagellatophyceae. Moscow. (English Transl. Jerusa-
 lem, 1970) (Available from A. Asher & Co., Amsterdam.)
Gran, H. H., and E. C. Angst. 1930. Plankton diatoms of Puget
 Sound. Univ. Washington, Seattle.
Hendey,  N. I. 1964. An introductory account of the smaller
 algae of British coastal waters. Part V: Baccilariophyceae (Dia-
 toms). Fisheries Invest. (London), Series IV.
Huber-Pestalozzi, G., and F. Hustedt. 1942. Die Kieselalgen. In:
 A. Thienemann (ed.),  Das Phytoplankton des Susswassers, Die
 Binnengewasser, Band XVI, Teil II, Halfte II. E. Schweizer-
 bart'sche Verlagsbuch-handlung,  Stuttgart.  (Stechert, New
 York, reprinted 1962.)
*Hustedt, F. 1930. Die Kieselalgen. In:  L. Rabenhorst (ed.),
 Kryptogamen-Flora von  Deutschland,  Osterreich, und der
 Schweiz. Band Vii. Akademische  Verlagsgesellschaft m.b.h.,
 Leipzig. (Johnson Reprint Co., New York.)
*Hustedt, F.  1930. Bacillariophyta.  In: A  Pascher (ed.), Die
 Suswasser-Flora Mitteliuropas, Heft 10.  Gustav Fischer, Jena.
 (University Microfilms, Ann Arbor, Xerox.)
Hustedt, F. 1955. Marine littoral diatoms of Beaufort, North
 Carolina. Duke Univ.  Mar. Sta. Bull. No. 6. Duke Univ. Press,
 Durham, N. C., 67 pp.
Irenee-Marie, F. 1938.  Flore Desmidiale de la region de Mon-
 treal. Lapraine, Canada.
*Patnck, R., and C. W. Reimer. 1966. The diatoms of the United
 States. Vol. I, Academy of Natural Sciences, Philadelphia.
Tiffany, L. H., and M. E. Britton. 1952. The algae of Illinois.
 Reprinted in 1971 by  Hafner Publishing Co., New York.
Tilden, J. 1910. Minnesota algae, Vol. 1. The Myxophyceae of
 North America and adjacent regions including Central America,
 Greenland,  Bermuda, the West Indies and Hawaii.  Univ.
 Minnesota.  (First  and unique volume)  (Reprinted, 1969, in
 Bibliotheca Phycologica, 4, J. Cramer, Lehre, Germany.)
4.1.2  Quantitative analysis ofphytoplankton

   To  calibrate the microscope, the ocular must
be equipped  with  a Whipple grid-type  micro-
meter. The  exact magnification with any set of
oculars varies,  and therefore, each combination
of oculars and objectives must be calibrated by
matching the  ocular micrometer against a stage
micrometer. Details  of the procedure are given
in Standard  Methods, 13th Edition.
   When  counting  and  identifying   phyto-
plankton, analysts will find that samples from
most  natural  waters seldom  need  dilution or
concentration and that they can be  enumerated
directly.  In those  samples  where  algal concen-
trations are extreme, or  where silt or detritus
may interfere,  carefully dilute  a  10-ml portion
of the sample 5 to 10 times with distilled water.
In samples with very low populations, it may be
necessary  to concentrate organisms to minimize
statistical  counting errors.  The analyst should
recognize, however, that manipulations involved
in  dilution  and concentration may introduce
error.
  Among the various taxa are forms that live as
solitary cells, as components of natural groups
or  aggregates  (colonies),  or as both. Although
every cell, whether solitary or in a group,  can be
individually tallied,  this procedure  is difficult,
time  consuming, and seldom worth the  effort.
The unit or clump count is easier and faster and
is  the  system  used  commonly  within  this
Agency.   In  this  procedure,  all  unicellular  or
colonial (multi-cellular) organisms are tallied as
single  units and have equal numerical weight on
the bench sheet.
  The  apparatus  and  techniques  used  in
counting phytoplankton are described here.
    Sedgwick-Rafter (S-R) Counting Chamber

   The S-R cell is 50 mm long by 20 mm wide by
 1 mm deep; thus, the total area of the bottom of
 the cell  is 1000 mm2  and  the  total volume is
 1000 mm3 or one ml. Check the volume of each
 counting  chamber  with  a  vernier  caliper  and
 micrometer.  Because  the depth of the chamber
 normally precludes  the  use of the 45X or 100X
 objectives, the 20 X objective  is generally used.
 However, special long-working-distance,  higher-
 power objectives can be obtained.
   For  the  procedure,  see  Standard  Methods,
 13th Edition. Place a 24 by 60 mm, No. 1 cover-
 glass diagonally across the cell, and with  a large-
 bore pipet or eyedropper, quickly transfer a 1-ml
 aliquot  of   well-mixed  sample  into  the open
 corner of the chamber.  The sample should be di-
 rected diagonally across the bottom of the cell.
 Usually,  the cover  slip will rotate into place as
 the cell is filled. Allow the S-R  cell to stand for
 at  least  15  minutes to permit settling. Because
 some organisms, notably  blue-green algae, may
                                                  8

-------
                                                                        PLANKTON COUNTING
float, examine the underside of the cover slip and
add  these organisms to the  total count. Lower
the  objective  lens carefully into position with
the coarse focus adjustment to  ensure that the
cover slip will not be broken. Fine focus should
always be up from the cover slip.
  When making the strip count,  examine two to
four "strips" the length of  the  cell, depending
upon the density  of organisms. Enumerate  all
forms that are totally or partially covered by the
image of the Whipple grid.
  When  making  the  field  count, examine  a
minimum of  10 random Whipple  fields in  at
least two identically prepared S-R cells. Be sure
to adopt a consistent system of  counting organ-
isms that lie only  partially within the grid  or
that touch one of the edges.
  To calculate the concentration of organisms
with the S-R cell, for the strip count:

               ,  CXlOOOmnP
                                                  Palmer-Maloney (P-M) Nannoplankton Cell
                                                  The  P-M  cell  was  especially  designed for
                                                enumerating  nannoplankton  with  a  high-dry
                                                objective (45X). It has a circular chamber 17.9
                                                mm  in  diameter and 0.4 mm deep,  with  a
                                                volume  of 0.1  ml.  Although useful for exam-
                                                ining samples containing a high percentage of
                                                nannoplankton, more counts may be required to
                                                obtain a valid  estimate of the larger, but less
                                                numerous, organisms  present.  Do  not use this
                                                cell for routine  counting unless the samples have
                                                high counts.
                                                  Pipet  an aliquot  of well-mixed sample into
                                                one of the 2X5  mm channels on either side of
                                                the circular chamber with the cover slip in place.
                                                After 10 minutes, examine the sample under the
                                                high-dry objective and count at least 20 Whipple
                                                fields.
                                                  To calculate  the concentration  of organisms:
                                                        No. per ml =
                                                            C X 1000mm3
                                                              A X D X F
where:
C =  number of organisms counted (tally)
L =  length of each strip (S-R cell length), mm
D =  depth of a strip (S-R cell depth), mm
W =  width of a  strip (Whipple  grid image
     width), mm
S =  number of strips counted

  To calculate the concentration of  organisms
with the field count:
          ,
   No.perml=
                  CX 1000 mm3
                   A x p x F  •
where :
C =  actual count of organisms (tally)
A =  area of a field (Whipple grid image area),
         2
     mm
F =
depth of a field (S-R cell depth), mm
number of fields counted
  Multiply or divide the number of cells  per
milliliter by  a  correction factor for dilution
(including that resulting from the preservative)
or for concentration.
                                                where:
                                                C =  number of organisms counted (tally)
                                                A =  area of a field (Whipple grid image), mm2
                                                D =  depth of a field (P-M cell depth), mm
                                                F =  number of fields counted

                                                 Bacterial Counting Cells and Hemocytometers
                                                  The counting cells in this group are precisely-
                                                machined glass slides with a finely ruled grid on
                                                a counting  plate  and  specially-fitted  ground
                                                cover slip. The counting  plate proper is sepa-
                                                rated from  the  cover slip  mounts by  parallel
                                                trenches on opposite sides. The grid is ruled such
                                                that  squares as small as 1/20 mm (50 M) to a side
                                                are  formed  within  a larger 1-mm square. With
                                                the  cover slip  in place,  the depth  in  a Petroff-
                                                Hausser  cell is  1/50  mm (20 n)  and  in the
                                                hemocytometer  1/10 mm  (lOO/u). An  optical
                                                micrometer is not used.
                                                  With a pipet or medicine dropper, introduce a
                                                sample to the  cell and at high  magnification
                                                identify and count all the forms that fall within
                                                the gridded area of the cell.
                                                  To calculate the number of organisms per
                                                milliliter, multiply all the organisms found in the
                                                gridded  area of  the cell  by  the  appropriate
                                                factor. For  example,  the multiplication factor

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BIOLOGICAL METHODS
for the Petroff-Hausser bacterial counting cell is
based on the volume over  the entire grid.  The
dimensions are  1  mm X  1 mm  X 1/50 mm.
which gives a volume of 1/50 mm3 and a factor
of 50,000.
  Carefully follow  the manufacturer's instruc-
tions  that  come   with  the chamber  when
purchased. Do not attempt routine counts until
experienced in its use and the statistical validity
of  the  results are  satisfactory.  The  primary
disadvantage of this type of counting cell is the
extremely limited capacity, which results in a
large multiplication factor. Densities as  high as
50,000  cells/ml  are seldom  found in  natural
waters  except during blooms. Such populations
may be found in  sewage stabilization ponds or in
laboratory cultures.
  For statistical purposes, a normal sample must
be  either  concentrated  or  a large  number of
mounts per sample should be examined.

              Membrane Filter
  A special  filtration apparatus and vacuum
source are required, and  a 1-inch, 0.45ju mem-
brane filter is used.
  Pass a known volume  of  the  water sample
through the  membrane filter under a vacuum of
0.5 atmospheres. (Note:  in coastal  and marine
waters, rinse with distilled water to remove salt.)
Allow the filter to dry at room temperature for
5 minutes, and place it on top of two drops of
immersion oil on a microscope slide.  Place two
drops of oil on top of the filter and allow it to
dry  clear (approximately 48 hours) at room
temperature,  cover  with  a  cover  slip,  and
enumerate  the  organisms. The  occurrence of
each species in 30 random fields is recorded.
  Experience  is required to determine  the
proper amount of water  to be filtered. Signifi-
cant amounts of suspended matter may obscure
or crush the organisms.
  Calculate  the original  concentration in the
sample as a  function of a  conversion  factor
obtained from a prepared table, the number of
quadrates or  fields per  filter, the amount of
sample filtered, and  the dilution factor.  (See
Standard Methods, 13th Edition.)
             Inverted Microscope
  This instrument differs from the conventional
microscope in that  the objectives  are mounted
below the stage and  the illumination comes from
above.  This design  allows  cylindrical counting
chambers (which may  also  be sedimentation
tubes) with thin clear glass bottoms to be placed
on  the  stage  and sedimented  plankton to be
examined from below, and it permits the use of
short  focus, high-magnification  objectives
including oil immersion.  A wide range  of con-
centrations is automatically obtained by merely
altering the height  of the chamber. Chambers
can be easily and inexpensively made: use tubu-
lar  Plexiglas  for large  capacity chambers,  and
flat, plastic plates of various thicknesses, which
have been carefully bored out to the  desired
dimension, for smaller chambers; then cement a
No.  1 or No.  1-1/2  cover  slip to  form  the cell
bottom. Precision-made,  all-glass  counting
chambers in  a wide variety of dimensions are
also available. The   counting technique differs
little from the S-R  procedure, and either the
strip or separate field counts can  be used. The
Whipple eyepiece micrometer is also used.
  Transfer a sample into the desired counting
chamber (pour with the large chambers, or pipet
with 2-ml or smaller chambers), fill to the point
of overflow, and apply a glass cover slip. Set the
chamber aside and  keep at room temperature
until sedimentation  is complete. On the average,
allow 4 hours per 10 mm of height. After a suit-
able period of settling, place the chamber on the
microscope stage and examine  with the use of
the  20X, 45 X,  or   100X  oil immersion lens.
Count  at least two  strips perpendicular  to each
other over the bottom of the chamber and aver-
age  the  values.  Alternatively, random  field
counts can be made; the number depends on the
density of organisms found.  As a general rule,
count a minimum of 100 of the most abundant
species.  At  higher  magnification, count more
fields than under lower power.
  When  a 25.2 mm  diameter counting chamber
 is used (the most convenient size), the conversion
                                             10

-------
                                                                        PLANKTON COUNTING
of counts to numbers per ml is quite simple:
                          C X 1000 mm3
        No. per ml (strip count) =
                          L XW XD X S
where:
C =   number of organisms counted (tally)
L =   length of a strip, mm
W=   width of  a  strip (Whipple  grid  image
      width), mm
D =   depth of chamber, mm
S =   number of strips counted
        xi      , ,r tJ     ,
        No. per ml (field count) =
                          CX 1000
                            t\ A U A r
where:
C =   number of organisms counted (tally)
A =   area of a field (Whipple grid image area),
      mm2
D =   depth of chamber, mm
F =   number of fields counted
               Diatom Analysis
  Study objectives often require specific identi-
fication of diatoms and information about the
relative abundance  of each species. Since the
taxonomy  of  this  group is based  on  frustule
characteristics, low-power  magnification  is
seldom  sufficient,  and  permanent  diatom
mounts are prepared and  examined under oil
immersion.
  To concentrate  the  diatoms,  centrifuge 100
ml of thoroughly mixed sample  for 20 minutes
at  1000 X g and decant the supernatant with a
suction tube. Pour the concentrated sample into
a disposable vial, and allow to stand at  least  24
hours  before  further processing.  Remove the
supernatant water  from the vial with a suction
tube. If the water contains more than  1 gm  of
dissolved  solids per  liter  (as in the  case  of
brackish water or marine samples), salt crystals
form when the sample dries  and obscure the
diatoms on the finished slides. In this case,
reduce the concentration of salts by refilling the
vial with distilled water, resuspending the plank-
ton,  and  allowing  the  vial  to stand 24 hours
before removing the supernatant liquid. Repeat
the dilution several times if necessary.
  If the plankton counts are less than 1000 per
ml,  concentrate  the  diatoms  from  a larger
volume of sample  (1 to 5  liters) by  allowing
them to settle out. Exercise caution in using this
method,  however,  to  ensure  quantitative
removal  of cells smaller  than  10 microns  in
diameter.
  Thoroughly mix the plankton concentrate in a
vial with a disposable pipet, and deliver  several
drops to a No. 1, circular 18-mm coverglass. Dry
the samples on  a hotplate  at  95°C.  (Caution:
overheating may  cause  splattering  and cross-
contamination of samples.) When dry, examine
the coverglasses to determine  if there is suffi-
cient material for a diatom count, if not, repeat
the previous  steps  one  or  two more  times,
depending upon the density of the sedimented
sample. Then heat the samples on a heavy-duty
hotplate 30 minutes at approximately 570°C to
drive  off all organic matter. Remove grains  of
sand or  other large objects on the cover glass
with  a  dissection  needle. The  oil immersion
objective has a very small working distance, and
the slide may be unusable if this is not done.
  Label  the frosted  end of  a  25-  X  75-mm
microscope slide with the sample identification.
Place  the labelled slide on a moderately warm
hotplate (157°C),  put a  drop  of  Hyrax  or
Aroclor  5442 (melt and  use  at  about  138°C)
mounting  medium  (Index   of  Refraction
1.66-1.82)  at the center, and heat the slide until
the solvent  (xylene or toluene) has evaporated
(the solvent  is gone when the  Hyrax becomes
hard and brittle upon cooling).
  While  the  coverglass  and slide are still  hot,
grasp  the coverglass with  a tweezer, invert, and
place  on the drop of Hyrax on a slide. It may be
necessary to add  Hyrax at the  margin  of the
coverglass.  Some additional bubbles of  solvent
vapor may appear under the coverglass when it is
placed on the slide. When the bubbling  ceases,
remove the slide from the hotplate and place  on
a firm,  flat  surface. Immediately  apply slight
pressure to the coverglass with a pencil eraser (or
similar  object),  and maintain  until the  Hyrax
cools  and hardens  (about 5 seconds). Spray a
protective coating of clear lacquer on the  frosted
end of the slide, and  scrape the excess Hyrax
from around the coverglass.
  Identify   and   count the  diatoms  at  high
magnification  under oil. Examine random lateral
strips  the width of the Whipple  grid, and iden-
tify and count all diatoms within the borders of
the grid until 250 cells (500 halves) are  tallied.
                                             11

-------
BIOLOGICAL METHODS
Ignore small cell fragments. If the slide has very
few diatoms, limit the analysis to the number of
cells encountered in 45 minutes of scanning.
  When the count is completed, total the tallies
and calculate the percentages of the  individual
species.

4.2  Zooplankton

4.2.1 Qualitative analysis of zooplankton
  In  the initial examination,  remove  excess
preservative from the sample  with the use of an
aspirator bulb attached to a small piece of glass
tubing whose orifice  is covered with  a piece of
No. 20 mesh netting. Swirl the sample, and with
a  large-bore pipet,  remove  a  portion   of  the
suspension and place  2 ml into each section of a
four-compartment glass culture  dish (100  X 15
mm).  Examine  a  total  of 8  ml  for adult
Copepoda,  Cladocera,  and  other  large  forms
with  the  use of a binocular dissecting  micro-
scope at a magnification of  20 to 40 X. Count
and identify rotifers at a higher  magnification
(100X).  All animals  should be  identified to
species  if possible. For qualitative analysis of
relative  frequency, the following classification is
suggested:
        Species in
         fields, %
        60 - 100
        30 -  60
         5-30
         1 -   5
   Relative
  frequency
abundant
very common
common
occasional
rare
  The following taxonomic bench references are
recommended:

Caiman, W. T. 1912. The Crustacea of the order Cumacea in the
 collection of the  United  States  National  Museum.  No.
 1876-Proc. U. S. Natl. Mus. 41: 603-676.
Chien, S. M. 1970. Alonella fitzpatricki sp.  n. and A. leei sp. n:
 new Cladocera from Mississippi. Trans. Amer. Microsc.  Soc.
 89(4): 532-538.
Conseil Permanent International Pour L'ExplorationDe LaMer.
 1970. Fiches DTdentification du Zooplankton. Sheets No.'s
 1-133.
Davis, C.  1949. The pelagic  Copepoda of  the northeastern
 Pacific Ocean. Univ. Wash. Publ. in Biol. 14:1-188. Univ. Wash.
 Press, Seattle.
Davis, C. 1955. The marine and freshwater Plankton, Mich. State
 Univ. Press, East Lansing.
Edmondson, W. T. (ed.). Ward, H. B. and G. C. Whipple. 1959.
 Fresh-water biology. John Wiley and Sons, New York, 1248
 pp.
Faber, D. J. and E. J. Jermolajev. 1966. A new copepod genus in
 the plankton  of the  Great Lakes.  Limnol. Oceanogr. 11(2):
 301-303.
Ferguson, E., Jr. 1967. New ostracods from the Playa lakes of
 eastern New Mexico and western Texas. Trans. Amer. Microsc.
 Soc. 86(3)-.244-250.
Hyman, L. H.  1951. The Invertebrates: Acanthocephala,
 Aschelminthes,  and  Ectoprocta.  The pseudocoelomate
 Bilateria. Vol. III. McGraw-Hill, New York, 572 pp.
Light, S. F. 1938. New subgenera  and species  of diaptomid
 copepods  from the inland waters  of California and Nevada.
 Univ. Calif. Publ. in  Zool. 43(3):  67-78. Univ. Calif. Press,
 Berkeley.
Marsh, C. C. 1933. Synopsis of the calanoid crustaceans, exclu-
 sive of the Diaptomidae, found in  fresh and  brackish waters,
 chiefly of North America. No. 2959, Proc. U. S. Nat. Mus. 82
 (Art. 18): 1-58.
Pennak, R. W. 1953. Fresh-water invertebrates of the United
 States. The Roland Press Co., New York. 369 pp.
Ruber, E. 1968. Description of a salt marsh copepod cyclops
 (Apocyclops)  spartinus n. sp. and a comparison with closely
 related species. Trans. Amer. Microsc. Soc. 87(3):368-375.
Wilson, M. S. 1956. North American Harpacticoid copepods.
 1.  Comments on  the  known  fresh  water  species of  the
 Canthocamptidae.
 2.  Canthocamptm  oregonensis n.  sp.  from  Oregon  and
 California. Trans. Amer. Microsc. Soc. 75 (3): 290-307.
Wilson, M.  S. 1958. The copepod genus Halicyclops in North
 America, with a description of a new species from Lake Pont-
 chartrain, Louisiana, and the Texas coast. Tulane Studies ZooL
 6(4): 176-189.
Zimmer, C. 1936. California Crustacea  of the order Cumacea.
 No. 2992. Proc. U. S. Natl. Mus. 83:423-439.
4.2.2  Quan titative analysis of zooplankton

                  Pipet Method
                         Remove excess liquid using a screened (No. 20
                      mesh net) suction device until a 125- to 250-ml
                      sample volume remains. Pour the sample into a
                      conical  container graduated  in milliliters,  and
                      allow  the  zooplankton to  settle for 5  minutes.
                      Read  the  settled  volume   of  zooplankton;
                      multiply the settled volume by a  factor  of five
                      to obtain the total diluted  volume;  and  add
                      enough water  to  obtain this  volume.  Insert a
                      1-ml  Stempel   pipet  into   the  water-plankton
                      mixture, and stir  rapidly with the pipet. While
                      the mixture is still agitated,  withdraw  a  1-ml
                      subsample from  the center of the water mass.
                      Transfer the subsample to a gridded culture  dish
                      (110  X  15mm)  with 5-mm squares. Rinse the
                                                   12

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                                                                          PLANKTON BIOMASS
pipet with distilled water into a culture dish to
remove  any  adherent  organisms.  Enumerate
(about 200 zooplankters) and identify under  a
dissecting microscope.
  To calculate the number of plankton with an
unmetered collecting device:
           Total no. =
  To calculate the number of plankton  with a
metered collecting device:
           No. per m3 of water =
                           TN XDV
                               SV
where:
DV= total diluted volume, ml
SV = total subsample volume, ml
TN = total no. zooplankters in sample
Q  = quantity of water strained, m3

              Counting Chamber
  Bring  the  entire concentrate (or an  appro-
priate aliquot) to a volume of 8 ml,  mix well,
and transfer to a counting chamber 80 X 50 X 2
mm (8-ml capacity). To fill, use the technique
previously described  for the  Sedgwick-Rafter
cell. The proper degree of sample concentration
can be determined only by experience.
  Using a compound microscope equipped with
an ocular Whipple grid, enumerate and identify
the rotifers (to species if possible) in 10 strips
scanned at a magnification of 100X (one-fifth of
the chamber  volume).  Enumerate the  nauplii
also  during the rotifer count. Count  the adult
microscrustacea  under  a binocular  dissecting
microscope at a magnification  of 20 to 40 X by
scanning  the  entire chamber.  Species identi-
fication  of rotifers  and microcrustacea often
require  dissection  and  examination  under  a
compound microscope (see Pennak, 1953).
  When calculating the  number  of plankton,
determine the volume of the counting  chamber
from its inside dimensions. Convert the tallies to
organisms per liter with the use of the following
relationships:
                                                             Rotifers per liter =
                           T XC
                           P X V
                                                           ...           ,.    TXC
                                                           Microcrustacea per liter =
where:
T =
     total tally
C =  total volume of sample concentrate, ml
P =  volume  of  10   strips  in  the  counting
     chamber, ml
V =  volume of netted or grab sample, liters
S =  volume of counting chamber, ml

5.0 BIOMASS DETERMINATION
  Because  natural  plankton  populations  are
composed  of many types  of  organisms (i.e.,
plant, animal, and  bacterial), it is difficult to
obtain  quantitative  values for each of the com-
ponent   populations.  Currently-used  indices
include dry and ash-free weight, cell volume, cell
surface area, total  carbon,  total nitrogen, and
chlorophyll  content.  The   dry  and  ash-free
weight methods yield data that include the par-
ticulate inorganic materials as well as the plank-
ton.  Cell volume and cell surface area determi-
nations can be made on individual components
of the population  and thus yield data on  the
plant, the animal,  or  the bacterial volume, or
surface  area, or  both. Chlorophyll  determi-
nations yield data on the phytoplankton.

5.1 Dry and Ash-Free Weight
  To reduce the amount of contamination by
dissolved  solids, wash  the  sample with several
volumes of  distilled water by centrifugation or
settling. After washing, concentrate the sample
by centrifugation or settling. If possible, take
sufficient sample to provide several aliquots each
having at  least 10 mg  dry weight.  Process  at
least two replicate aliquots  for each sample.
(Generally,  10 mg  dry weight  is equivalent to
100 mg wet  weight.)
                                             13

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BIOLOGICAL METHODS
5.1.1  Dry weight
  Place the aliquot of concentrated sample in a
tared  porcelain crucible, and dry to a constant
weight at 105°C (24 hours is usually sufficient).
Subtract the weight of crucible to obtain the dry
weight.

5.7.2  Ash-free weight
  After the dry weight  is determined, place the
crucible in a muffle furnace at 500°C for 1 hour.
Cool,   rewet  the  ash with distilled  water, and
bring  to constant weight at  105°C. The  ash  is
wetted to reintroduce the water of hydration of
the clay and other minerals that,  though  not
driven off at  105°C, is lost at 500°C. This water
loss often amounts to 10 percent of the weight
lost during ignition and, if not corrected for, will
be interpreted  as organic matter. Subtract the
weight of crucible and ash from the dry weight
to obtain ash-free weight.

5.2 Chlorophyll
  All  algae contain chlorophyll a, and measuring
this pigment can yield some  insight  into the
relative amount of algal standing crop. Certain
algae  also contain chlorophyll b and c. Since the
chlorophyll concentration varies with species and
with  environmental and nutritional factors that
do  not  necessarily affect  the standing crop,
biomass estimates based on chlorophyll measure-
ments are relatively imprecise. Chlorophyll can
be measured  in vivo  fluorometrically or in ace-
tone  extracts  (in  vitro) by  fluorometry  or
spectrophotometry.

5.2.1  In vitro measurement
  The algae  differ considerably in the ease of
pigment extraction. The diatoms extract  easily,
whereas  the  coccoid greens extract with diffi-
culty. Complete extraction of pigments from all
taxonomic groups, therefore, requires disruption
of the cells with a tissue grinder or blender, or
by freezing  or drying. Generally,  pigment  is
more   difficult  to  extract from old cells than
from  young cells.
   Concentrate  the algae with a laboratory cen-
trifuge, or collect on a membrane filter (0.45-/U
porosity) or  a  glass fiber filter (0.45-^ effective
pore  size). If the analysis will be  delayed, dry
the concentrate and store frozen in a desiccator.
Keep the stored  samples in the dark to avoid
photochemical breakdown of the chlorophyll.
  Place the sample in a tissue grinder, cover with
2 to 3 milliliters of 90 percent aqueous acetone
(use reagent grade acetone), add a small amount
(0.2 ml) of saturated aqueous solution of magne-
sium carbonate and macerate.
  Transfer the sample  to a screw-capped cen-
trifuge tube, add sufficient 90 percent aqueous
acetone to bring the volume to 5  ml, and steep
at 4°C for 24 hours in the dark. Use the solvent
sparingly, avoiding  unnecessary  pigment  dilu-
tion. Agitate midway  during the extraction
period and again before clarifying.
  To clarify the extract, centrifuge 20 minutes
at 500 g.  Decant the supernatant into a clean,
calibrated vessel  (15-ml,  screw-capped,  cali-
brated centrifuge tube) and  determine the vol-
ume. Minimize evaporation by keeping the tube
capped.
  Three procedures for analysis and concen-
tration calculations are described.

             Trichromatic Method
  Determine the  optical density (OD)  of the
extract at 750, 663, 645, and 630 nanometers
(nm) using a 90 percent aqueous acetone blank.
Dilute the extract  or  shorten the light path  if
necessary, to bring the OD66 3 between 0.20 and
0.50. The 750 nm reading is used to correct for
turbidity. Spectrophotometers having a  reso-
lution  of  1 nm or less are preferred. Stopper the
cuvettes to  minimize  evaporation  during the
time the readings are being made.
  The chlorophyll concentrations in the extract
are determined by  inserting the corrected  1-cm
OD's  in  the following  equations.  (UNESCO
1966).

       Ca=11.64D663- 2.16D645 + 0.10D630
       q, = -3.94D663+20.97D64S- 3.66D630
       Cc = ~5.53D663- 14.81D64S + 54.22D630
where Cfl, Q>,  Cc  are  the concentrations, in
milligrams per liter, of chlorophyll a, b, and c,
respectively,  in  the extract; and  D663, D645,
and  D630 are the  1-cm OD's at the respective
wavelengths,  after subtracting the 750-nm blank.
                                              14

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                                                                        PLANKTON PIGMENTS
  The  concentration of pigment in the phyto-
plankton grab sample is expressed as mg/m3  or
Mg/m3  or jug/liter and is calculated as follows:
   mg chlorophyll a/m3 =
Ca X volume of extract (liters)
 volume of grab sample (m3)
        Fluorometric (for chlorophylls)
  The fluorometric method is much more sensi-
tive than the photometric  method  and permits
accurate determination  of much  lower con-
centrations of pigment and the use of smaller
sample volumes. Optimum sensitivity is obtained
at excitation and emission wavelengths of 430
and 663 nm, respectively, using a R-136 photo-
multiplier tube. Fluorometers employing filters
should  be  equipped  with Corning   CS-5-60
excitation and CS-2-64 emission filters, or their
equivalents.  Calibrate  the  fluorometer with a
chlorophyll solution of known concentration.
  Prepare a chlorophyll  extract and determine
the  concentration  of  chlorophyll  a  by the
spectrophotometric  method as  previously de-
scribed.
  Prepare serial  dilutions  of the extract to
provide concentrations of approximately 0.002,
0.006, 0.02 and 0.06 mg chlorophyll a per liter
of extract, so that  a minimum of two readings
are obtained in each  sensitivity range of the
fluorometer (1/3 and 2/3 of full scale). With the
use of these values, derive factors to convert the
fluorometer readings in each sensitivity range to
milligrams of chlorophyll a per liter of extract.

           P _ Cone, chlorophylls (mg/1)
            s   fluorometer reading

where Fs is the fluorometric conversion factor
and 5 is  the sensitivity range (door).

5.2.2 In vivo measurement
  Using fluorescence to determine chlorophyll a
in vivo  is much less cumbersome than methods
involving extraction; however, it is reportedly
considerably  less  efficient  than the extraction
method and  yields about  one-tenth  as much
fluorescence per unit weight as the same amount
in solution.  The fluorometer  should  be  cali-
brated with a chlorophyll extract that  has been
analyzed with a spectrofluorometer.
  To determine  the  chlorophyll a,  zero  the
fluorometer with a distilled water blank before
taking the first sample reading at each sensitivity
level.
  Mix the phytoplankton sample thoroughly to
ensure a homogenous suspension of algal cells.
Pour an aliquot of the well-mixed sample into a
cuvette, and read the fluorescence. If the reading
(scale deflection) is over  90  units,  use a lower
sensitivity setting, e.g., 30X > 10X  >3X>  IX.
Conversely,  if the  reading is  less than 15 units,
increase the  sensitivity setting. If the samples fail
to fall in range, dilute accordingly.  Record the
fluorescent units based on a common sensitivity
factor, e.g.,  a reading 50 at  IX equals 1500 at
30X.


5.2.3 Pheophytin Correction

  Pheophytin is a natural degradation product
of chlorophll and  often occurs in significant
quantities  in  phytoplankton.   Pheophytin  a,
although physiologically inactive, has an absorp-
tion   peak  in the same  region  of  the  visible
spectrum as chlorophyll a and can be a source of
error in  chlorophyll determinations. In nature,
chlorophyll is converted to pheophytin upon the
loss  of magnesium from the porphyrin ring. This
conversion can be accomplished in  the  labora-
tory by adding acid to the pigment extract. The
amount of pheophytin a  in the extract  can be
determined  by reading the OD663  before and
after acidification.  Acidification of a solution of
pure  chlorophyll a results in a 40  percent re-
duction in the OD663, yielding a "before:after"
OD  ratio (663b/663a) of 1.70. Samples with
663b/663a ratios of  1.70  are considered  free of
pheophytin  a, and  contain  algal  populations
consisting mostly of intact, nondecaying organ-
isms.
  Conversely, samples containing pheophytin a
but  not  chlorophyll  a show no reduction in
OD663  upon acidification, and  have  a
663t>/663a ratio of 1.0. Samples containing both
pigments will have ratios between 1.0 and 1.7.
  To determine the  concentration of pheophy-
tin a, prepare the extract as previously described
and  determine the OD663.  Add one drop  of
1 N HC1  to the cuvette, mix well, and reread the
OD7 5 o and OD6 6 3 after 30 seconds.
                                             15

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BIOLOGICAL METHODS
  Calculate the chlorophyll a and pheophytin a
as follows:

   Chlorophyll a (mg/m3) = 26.7 (663fr~663a) X E
                          VX L

   Pheophytin a (mg/m3) = 26.7 (1.7 X 663a- 663fr) X E
                            V X L

where 663^ is the 1-cm corrected OD663 before
acidification; 663a  is the OD663  after acidifi-
cation; E the volume  of acetone used for the
extraction (ml); V the  volume of water filtered
(liters);  and L  the  path length  of the cuvette
(cm).

5.3 Cell Volume

5.3.1  Microscopic (algae and bacteria)
  Concentrate an aliquot of  sample by settling
or centrifugation, and examine wet at a 1000X
magnification with a microscope equipped with
a calibrated ocular micrometer. Higher magnifi-
cation may be necessary for small algae and the
bacteria.  Make  optical  measurements and
determine  the  volume  of  20  representative
individuals of each major species. Determine the
average volume (cubic microns), and multiply by
number of organisms per milliliter.

5.3.2 Displacement (zooplankton)
  Separate sample  from preservative by pouring
through a piece of No. 20 mesh nylon bolting
cloth placed in the bottom of a small glass
funnel. To hasten evaporation, wash sample with
a small amount of 50 percent ethanol to remove
excess interstitial fluid and place on a piece of
filter or blotting paper. Place the drained plank-
ton  in  a 25-,  50-,  or 100-ml  (depending  on
sample  size) graduated  cylinder,  and  add  a
known volume of water from a burette. Read
the water level in the graduated cylinder. The
difference between the volume of the zooplank-
ton plus the added water and the volume of the
water alone  is the  displacement  volume and,
therefore, the volume  of the total amount of
zooplankton in the sample.

5.4  Cell Surface Area of Phytoplankton
  Measure  the  dimensions of several represen-
tative individuals of each major species  with a
microscope. Assume the  cells  to  be spherical
cylindrical, rectangular, etc., and from the linear
dimensions, compute the average  surface area
(ju2) per  species.  Multiply by  the number of
organisms  per  milliliter  (Welch,   1948, lists
mathematical  formulas  for  computing  surface
area).

6.0  PHYTOPLANKTON PRODUCTIVITY

  Phytoplankton  productivity measurements
indicate the rate of uptake of inorganic carbon
by phytoplankton during photosynthesis and are
useful  in  determining the effects of pollutants
and nutrients on the aquatic community.
  Several  different methods have been  used to
measure  phytoplankton  productivity.   Diurnal
curve  techniques,  involving pH and dissolved
oxygen measurements, have been used in natural
aquatic communities by  a number  of investi-
gators. Westlake,  Owens,  and Tailing (1969)
present an excellent discussion concerning the
limitations, advantages,  and disadvantages  of
diurnal curve  techniques as  applied  to non-
isolated   natural  communities.  The   oxygen
method of Gaarder  and Gran  (1927)  and the
carbon-14 method of  Steeman-Neilson (1952)
are  techniques  for  measuring in situ phyto-
plankton  productivity. Tailing and Fogg (1959)
discussed  the relationship between the oxygen
and  carbon-14 methods,  and the limitations of
both  methods.  A  number of physiological
factors must  be considered in the interpretation
of the carbon-14  method for  measurement of
phytoplankton  productivity. Specialized appli-
cations of the carbon-14 method include bio-
assay of nutrient limiting factors and measure-
ment of the potential for algal growth.
   The carbon-14  method  and  the  oxygen
method have  the widest use, and the following
procedures are  presented for the  in situ field
measurement  of  inorganic  carbon  uptake by
these methods.

6.1  Oxygen Method

   General directions for the oxygen method are
found in: Standard  Methods  for  the Exami-
nation of Water and Wastewater, 13th Edition,
pp. 738-739 and 750-751.
                                             16

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                                                                         PLANKTON PRODUCTIVITY
   Specific  modifications  and  additions  for
apparatus, procedures, and calculations are:
   Apparatus -  Rinse  the acid-cleaned sample
bottles with the water being tested prior to use.
   Procedure - Obtain a  profile of the  input of
solar  radiation  for  the  photoperiod  with  a
pyroheliometer. Incubate the samples at least 2
hours, but never longer than to that point where
oxygen-gas  bubbles  are  formed  in the clear
bottles or dissolved  oxygen is depleted in  the
dark bottles.
   Calculations -  Using  solar radiation profile
and photosynthetic rate  during the  incubation
period,  adjust the  data  to  represent phyto-
plankton  productivity for  the  entire photo-
period.


6.2  Carbon-14 Method
   General directions  for  the carbon-14 method
are found in Standard  Methods for the Exami-
nation  of Water and  Wastewater,  13th Edition,
pp. 739-741  and 751-752.
   Specific  modifications  and  additions  for
apparatus, procedures, and calculations are listed
below:

7.0  REFERENCES

7.1  Sample Collection and Preservation

7.1.1  General considerations
Hutchinson, G. E. 1957. A treatise on  limnology, Vol. 1. Geography, Physics, and Chemistry. John Wiley and Sons, Inc., New York.
Hutchinson, G. E. 1967. A treatise on limnology, Vol. 2, Introduction to lake biology and the limnoplankton. John Wiley and Sons,
 Inc., New York.
Reid, G. K. 1961. Ecology of inland waters and estuaries. Reinhold Publishing Co., New York.
Ruttner, F.  1953. Fundamentals of limnology (transl. by D. G. Frey and F. E. J. Fry), University of Toronto Press, Toronto, Canada.

7.7.2  Phytoplankton
Ingram, W. M., and C. M. Palmer. 1952. Simplified procedures for collecting, examining, and recording plankton. JAWWA. 44:617.
Lackey,  J. B. 1938. The manipulation and counting of river plankton and changes in some organisms due to formalin preservation.
 Pub. Health Rep. 53:2080.
Weber, C. I.  1968. The preservation of phytoplankton grab samples. Trans. Amer. Microscop. Soc. 87:70.
Welch, P. S.  1948. Limnological methods. Blakiston Co., Philadelphia.

7.1.3  Zooplankton
Arnon, W., et al. 1965. Towing characteristics of plankton sampling gear. Limnol. Oceanogr. 10(3):333-340.
Barlow, J. P. 1955. Physical and biological processes determining the distribution of zooplankton in a tidal estuary. Biological Bull.
 109(2):211-225.
Barnes, H., and D. J. Tranter. 1964. A statistical  examination of the catches, numbers, and biomass taken by three commonly used
 plankton nets. Aust. J. Mar. Freshwater Res. 16(3):293-306.
  Apparatus  -  A  fuming  chamber  is  not re-
quired.  Use  the  methods  of Strickland  and
Parsons (1968) to prepare ampoules containing a
carbonate solution of the activity desired.
  Procedure - The  carbon-14 concentration in
the filtered sample should  yield the number of
counts   required  for  statistical  significance;
Strickland and Parsons  suggest  a minimum of
1,000 counts per minute. Obtain a profile of the
input of solar radiation for the photoperiod with
a pyroheliometer.  Incubate up  to 4 hours; if
measurements are required  for the entire photo-
period, overlap 4-hour periods from dawn until
dusk  (e.g., 0600-1000,  0800-1200,  	,
1400-1800,  1600-2000). A 4-hour incubation
period  may  be  sufficient,  however, provided
energy input is used  as the basis for integrating
the incubation  period into  the  entire photo-
period. To dry  and store the filters, place  the
membranes in a desiccator for 12 hours following
filtration. Fuming with HC1 is not required, and
dried  filters may be stored indefinitely.
  Calculations - Using solar radiation profile and
photosynthetic   rates  during  the  incubation
period, adjust data to represent phytoplankton
productivity for the entire photoperiod.
                                                17

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BIOLOGICAL METHODS
Bayly, I. A. E. 1962. Ecological studies on New Zealand lacustrine zooplankton with special reference to Boeckella propinqua Sars
  (Copepoda: Calanoida). Aust. J. Mar. Freshwater Res. 13(2): 143-197.
Brooks, J. L. 1957. The systematics of North AmericaDaphnia. Yale Univ. Press, New Haven.
Culver, D. A., and G. J. Brunskill. 1969. Fayetteville Green Lake, New York. V. Studies of primary production and zooplankton in a
  meromictic marl lake. Limnol. Oceanogr. 14(6):862-873.
Curl, H., Jr. 1962. Analysis of carbon in marine plankton organisms. J. Mar. Res. 20(3):181-188.
Dovel, W. L. 1964. An approach to sampling estuarine macroplankton. Chesapeake Sci. 5(1-2): 77-90.
Faber, K. J. 1966. Free-swimming copepod nauplii of Narragansett Bay with a key to their identification. J. Fish. Res. Bd. Canada,
  23(2): 189-205.
Faber, K. J. 1966. Seasonal occurrence and abundance of free-swimming copepod nauplii in Narragansett Bay. J. Fish. Res. Bd.Canada,
  23(3):415-422.
Frolander, H. F. 1957. A plankton volume indicator. J. Cons. Perm. int. explor. Mer. 22(3):278-283.
Frolander, H. F. 1968. Statistical variation in zooplankton numbers from subsampling with a Stempel pipette. JWPCF, 40(2), Pt. 2: R
  82-R 88.
Galbraith, M. G., Jr. 1967. Size-selective predation onDaphnia by rainbow trout and yellow  perch. Trans. Amer. Fish. Soc. 96(1):1-10.
Hall,  D. J.  1964. An experimental approach to the dynamics  of  a natural population of Daphnia galeata  mendotae. Ecology,
  45(1):94-112.
Hazelwood, D. H., and R. A. Parker. 1961. Population dynamics of some freshwater zooplankton. Ecology, 42(2):266-274.
Herman,  S.  S., J. A. Mihursky, and A. J. McErlean. 1968. Zooplankton  and environmental characteristics of the Patuxent River
  Estuary. Chesapeake Sci. 9(2): 67-82.
Johnson, W. E.  1964. Quantitative  aspects of the pelagic entomostracan zooplankton of a multibasin lake system over a 6-year period.
  Verh. Internat. Verein. Limnol. 15:727-734.
Jossi, J. W. 1970. Annotated bibliography of  zooplankton sampling devices. U.  S. Fish. Wildl.  Serv., Special Scientific Report.
  Fisheries. No. 609.
Likens, G. E., and J.  J. Gilbert. 1970. Notes on quantitative sampling of natural populations of planktonic rotifers. Limnol. Oceanogr.
  15(5):816-820.
McGowan, J. A., and  V. J. Fraundorf. 1966. The relationship between size of net used and estimates of zooplankton diversity. Limnol.
  Oceanogr. 11(4): 456-469.
National Academy of Sci.  1969. Recommended procedures for measuring the productivity of plankton standing stock and related
  oceanic properties. Washington, D. C., 59 pp.
Paquette, R. G., and  H. F. Frolander. 1967. Improvements in the Clarke-Bumpus plankton sampler. J. Cons. Perm. int. exploi. Mer.
  22(3)284-288.
Paquette, R. G., E. L.  Scott, and P. N. Sund. 1961. An enlarged Clarke-Bumpus sampler. Limnol. Oceanogr. 6(2):230-233.
Pennak, R. W. 1957. Species composition of limnetic zooplankton communities. Limnol. Oceanogr. 2(3):222-232.
Smith, M. W. 1961. A limnological reconnaissance of a Nova Scotian brown-water lake. J. Fish. Res. Bd. Canada, 18(3):463-478.
Smith, P. E., R. C. Counts, and R. I. Clutter. 1968. Changes in filtering efficiency of plankton nets due to clogging under tow. J. Cons.
  Perm. int. explor. Mer. 32(2):232-248.
Smyly, W.  J. P. 1968. Some observations on  the effect of sampling technique under different  conditions  on numbers of  some
  fresh-water planktonic Entomostraca and Rotifera caught by a water-bottle. J. Nat. Hist. 2:569-575.
Stress, R. G., J. C. Neess, and A. D. Hasler. 1961. Turnover time and production of planktonic crustacea in limed and reference portion
  of a bog lake. Ecology, 42(2): 237-245.
Tranter, D. J., J. D.  Kerr, and A. C. Heron.  1968. Effects of hauling speed on zooplankton catches. Aust. J.  Mar. Freshwater Res.
  19(l):65-75.
Ward, J. 1955. A description of a new zooplankton counter. Quart. J. Microscopical Sci. 96:371-373.
Yentsch, C. S., and A. C. Duxbury. 1956. Some factors affecting the calibration number of the Clarke-Bumpus quantitative plankton
  sampler. Limnol. Oceanogr. l(4):268-273.
Yentsch, C.  S., and F. J. Hebard. 1957. A gauge for determining plankton volume by the mercury immersion method.  J. Cons. Perm.
  int. explor. Mer. 32(2):184-190.

7.2  Sample preparation and analysis

7.2.7  Sample analysis — phytoplankton

Hasle, G. R., and G. A. Fryxell. 1970. Diatoms: cleaning and  mounting for light  and  electron microscopy. Trans.Amer. Microscop.
  Soc., 89(4):469-474.

                                                          18

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                                                                                         PLANKTON REFERENCES
Holmes, R. W. 1962. The preparation of marine phytoplankton for microscopic examination and enumeration on molecular filters. U.
  S. Fish and Wildlife Serv., Special Scientific Report. Fisheries No. 433, 1-6.
Jackson, H W., and L. G. Williams.  1962. Calibration and use of certain plankton counting equipment. Trans. Amer. Microscop. Soc.
  81:96.
Lackey, J.  B. 1938. The manipulation and counting of river plankton and changes in some organisms due to formalin preservation.
  Publ. Health Repts. 53(47):2080-93.
Levinson, S. A., R. P. MacFate. 1956. Clinical laboratory diagnosis. Lea and Febiger, Philadelphia.
Lund, J. W. G., C. Kipling, and E. D. LeCren. 1958. The inverted microscope  method of estimating algae numbers and the statistical
  basis of estimations by counting. Hydrobiologia, 11(2):143-70.
McCrone, W. C., R. G. Draftz, and J. G. Delly. 1967. The particle atlas. Ann Arbor Science Publishers, Inc., Ann Arbor.
McNabb, C. D. 1960. Enumeration of freshwater phytoplankton concentrated on the membrane filter. Limnol. Oceanogr. 5:57-61.
National Academy of Sciences. 1969. Recommended procedures for measuring the productivity of plankton standing stock and related
  oceanographic properties. NAS, Washington, D. C. 59 pp.
Palmer, C. M., and T. E. Maloney. 1954. A new counting slide for nannoplankton. Amer. Soc. Limnol. Oceanog. Spec. Publ. No. 21,
  pp. 1-6.
Prescott, G. W. 1951. The ecology of Panama Canal algae. Trans. Amer. Microscop. Soc. 70:1-24.
Schwoerbel, J. 1970. Methods of hydrobiology (freshwater biology). Pergamon Press, Hungary, 200 pp.
Utermohl, H. 1958. Zur Vervollkommnung der quantitativen Phytoplankton-Methodek. Mill. Intern. Ver. Limnol. 9:1-38.

7.2.2  Biomass  determination

                                                    Chlorophyll
Lorenzen, C. J. 1966. A method for the continuous measurement of in vivo chlorophyll concentration. Deep Sea Res. 13:223-227.
Lorenzen,   C.  J.  1967.  Determination  of  chlorophyll and pheopigments:  spectrophotometric equations.  Limnol. Oceanogr.
  12(2):343-346.
Moss, B. 1967. A spectrophotometric  method for the estimation of percentage degradation of chlorophylls  to pheo-pigments in
  extracts of algae. Limnol. Oceanogr. 12(2):335-340.
Strickland,  J. D. H., and T. R. Parsons. 1968. A practical handbook of seawater analysis. Fisheries Res. Board of Canada, Bulletin No.
  167,311 pp.
United Nations Educational, Scientific, and Cultural  Organization. 1966. Monographs on oceanographic methodology.  1.  Determi-
  nation of photosynthetic pigments in sea water. UNESCO, Paris. 69 pp.
Yentsch, C. S., and D.  W. Menzel. 1963. A  method for the determination of phytoplankton chlorophyll and phaeophytin by
  fluorescence. Deep Sea Res. 10:221-231.

                                                 Cell Surface Area
Mackenthun, K. M. 1969. The practice of water pollution biology. U.S. Dept. Interior, FWPCA.  281 pp.
Mullin, M.  M., P. R. Sloan, and R. W. Eppley. 1966. Relationship between carbon content,  cell volume, and area in phytoplankton.
  Limnol. Oceanogr.  11(2):307-311.
Welch, P. S. 1948. Limnological methods. Blakiston Co., Philadelphia. 344 pp.

7.3  Phytoplankton productivity
American Public Health  Association. 1970. Standard Methods for the Examination of Water and Wastewater,  13th Edition, APHA,
  Washington, D. C.
Beyers, R.  J., J. L. Larimer, H. T. Odum, R. A. Parker, and N.  E. Armstrong. 1963. Directions for the  determination of changes in
  carbon dioxide concentration from changes in pH. Publ. Inst. Mar. Sci., Univ. Texas, 9:454-489.
Beyers, R. J., and H. T. Odum. 1959. The use of carbon dioxide to construct pH curves for the measurement of productivity. Limnol.
  Oceanogr. 4(4):499-502.
Bransome, Edwin D., Jr. (ed.) 1970. The current status of liquid scintillation counting. Grune and Stratton, Inc., New York. 394 pp.
Chase, G. D., and J. L. Rabinowitz. 1967. Principles of radioisotope methodology. 3rd edition. Burgess Publ. Co., Minneapolis. 633 pp.
Edwards, R. W., and M. Owens. 1962. The effects of plants on river conditions IV. The oxygen balance of a chalk stream. J. Ecol.
  50:207-220.
Fee, E. J. 1969. Numerical model for the estimation of photosynthetic production, integrated over time and depth in  natural waters.
  Limnol. Oceanogr.  14(6):906-911.
Gaarder, T., and H. H. Gran. 1927. Investigations of the production of plankton  in the Oslo Fjord.  Rapp.  et Proc Verb., Cons.
  Internatl.  Explor. Mer. 42:1-48.

                                                          19

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BIOLOGICAL METHODS
Goldman, C. R., and R. C. Carter. 1965. An investigation by rapid Carbon-14 bioassay of factors affecting the cultural eutrophication
  of Lake Tahoe, California-Nevada. J. WPCF, 37(7): 1044-1059.
Goldman, C. R. 1969. Measurements  (in situ) on isolated samples of natural communities, bioassay technique for nutrient limiting
  factors. In:  A manual on methods for  measuring primary production  in aquatic environments (R. A. Vollenweider, ed.) IBP
  Handbook, No. 12. F. A. Davis, Philadelphia, pp. 79-81.
Goldman, C. R. 1963. Measurement of primary productivity and limiting factors in freshwater with C-14. In: Proc. conf. on primary
  productivity  measurement, marine and freshwater (M.  S.  Doty,  ed.) Univ.  of Hawaii,  Aug.-Sept. 1961. U. S. Atomic Energy
  Commission,  Div. Tech. Inf. T.I.D. 7633, 103-113.
Goldman, C. R. 1968. The use  of absolute activity for eliminating serious errors in the measurement of primary productivity with
  C-14. J. Cons. Int. Explor. Mer. 32:172-179.
Jenkins, D.  1965. Determination of primary productivity of turbid waters with carbon-14. J. WPCF, 37:1281-1288.
Jitts, H. R., and B. D. Scott. 1961. The determination of zero-thickness activity in geiger counting of C14 solutions used in marine
  productivity studies. Limnol. Oceanogr. 6:116-123.
Jitts, H. R.  1963. The standardization and comparison of measurements of primary production by the carbon-14 technique. In: Proc.
  Conf. on Primary Productivity Measurement, Marine and Freshwater (M. S. Doty,ed.) Univ. of Hawaii, Aug.-Sept. 1961. U. S. Atomic
  Energy Commission, Div. Tech. Inf. T.I.D. 7633,103-113.
Joint Industry/Government Task Force of Eutrophication. 1969. Provisional algal assay procedure, pp.16-29.
McAllister,  C.  D.  1961. Decontamination  of filters in the  C14 method of measuring marine photosynthesis. Limnol. Oceanogr.
  6(3):447-450.
Odum, H. T. 1956. Primary production in flowing water. Limnol. Oceanogr. 1(2):102-117.
Odum, H.  T.  1957. Primary  production  measurements in  eleven  Florida springs and a marine turtle grass community. Limnol.
  Oceanogr. 2(2):85-97.
Odum, H. T., and C. M. Hoskin. 1958. Comparative  studies on the metabolism of marine waters. Publ. Inst. Mar. Sci., Univ. of Texas,
  5:16-46.
Owens, M., and R. W. Edwards. 1963.  Some oxygen studies in the River Lark. Proc. Soc. for Water Treatment and Examination,
  12:126-145.
Park, K., D. W. Hood, and H. T. Odum. 1958. Diurnal pH variation in Texas bays and its application to primary production estimation.
  Publ. Inst. Mar. Sci., Univ. Texas, 5:47-64.
Rodhe, W.,  R. A. Vollenweider, and A. Nauwerck. 1958. The primary production and standing crop of phytoplankton. In:  Perspectives
  in Marine  Biology (A. A. Buzzati-Traverso, ed.), Univ. of California Press, pp. 299-322.
Saijo, Y., and  S. Ichimura. 1963. A review of recent development of techniques measuring primary  production. In: Proc. conf. on
  primary productivity measurement, marine  and freshwater (S. Doty, ed.) Univ. Hawaii, Aug.-Sept. 1961. U.  S. Atomic Energy
  Commission, Div. Tech. Inf. T.I.D. 7633, 91-96.
Steeman-Neilson, E. 1952. The use of radioactive carbon (C-14)  for measuring organic production in the sea. J. Cons. Int. Explor. Mer.
  18:117-140.
Strickland,  J. D. H., and T. R. Parsons. 1968. A practical handbook of seawater analysis. Fish. Res. Bd. Canada, Bull. No. 167, 311  pp.
Tailing, J.  F.,  and G.  E. Fogg.  1959. Measurements (in situ) on isolated samples on natural  communities, possible limitations and
  artificial  modifications. In: A manual of methods for measuring primary production in aquatic environments (R. A. Vollenweider,
  ed.) IBP Handbook, No. 12, F. A. Davis, Philadelphia, pp. 73-78.
Thomas, W. H. 1963. Physiological factors affecting the interpretation of phytoplankton production measurements. In: Proc. conf. on
  primary productivity measurement, marine and freshwater (M. S. Doty, ed.)  Univ. Hawaii, Aug.-Sept. 1961. U. S. Atomic Energy
  Commission, Div. Tech. Inf. T.I.D. 7633,  147-162.
Verduin, J. 1952. Photosynthesis and growth rates of two diatom communities in western Lake Erie. Ecology, 33(2): 163-168.
Westlake, D. F., M. Owens, and J. F. Tailing. 1969. Measurements on non-isolated natural communities. In:  A manual on methods for
  measuring primary production in aquatic  environments (R.  A. Vollenweider, ed.) IBP Handbook, No. 12. F. A. Davis, Philadelphia.
  pp. 90-100.
                                                          20

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PEBIPHYTON

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                    PERIPHYTON
                                                        Page
1.0 INTRODUCTION   	    1
2.0 SAMPLE COLLECTION AND PRESERVATION   	    2
   2.1 Qualitative Sampling	    2
   2.2 Quantitative Sampling  	    2
3.0 SAMPLE PREPARATION AND ANALYSIS	    3
   3.1 Sample Preparation   	    3
   3.2 Sample Analysis   	    3
4.0 BIBLIOGRAPHY	    5

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                                     PERIPHYTON
1.0  INTRODUCTION
  Periphyton is an assemblage of a wide variety
of organisms that grow on underwater substrates
and  includes but  is not  limited  to, bacteria,
yeasts  and molds, algae, protozoa, and forms
that  may develop large colonies such as sponges
and corals. All organisms within the community
are not necessarily attached but some may bur-
row  or live within the community structure of
the attached forms.
  Literally  translated,  periphyton  means
"around plants," such as organisms overgrowing
pond weeds, but through widespread usage, the
term has  become associated with  communities
of microorganisms growing on substrates of any
nature. Aufwuchs (Seligo,  1905),  the  German
noun for  this  community,  does  not  have an
equivalent  English  translation,  but essentially
means  growing on  and  around things.  Other
terms  that  are  essentially  synonymous with
periphyton or describe important  or  predomi-
nant components of the periphytic community
are:  nereiden, bewuchs, laison, belag,  besatz,
attached,  sessile,  sessile-attached, sedentary,
seeded-on,  attached  materials, slimes, slime
growths, and coatings.  Some of these terms are
rarely encountered in the literature.  Terminology
based  on   the  nature  of the  substrate is as
follows:
   Substrate
Adjective
    various      epiholitic, nereiditic, sessile
    plants       epiphytic
    animals      epizooic
    wood        epidendritic, epixylonic
    rock        epilithic
Most  above-listed  Latin-root  adjectives  are
derivatives of nouns such as epihola, epiphyton,
epizoa,  etc.  (After  Srameck-Husek,  1946  and
Sladeckova, 1962).

  Periphyton was recognized  as  an  important
component of aquatic communities before the
beginning of the 20th century, and the study of
periphyton was initiated in Europe in the early
1900's.  Kolkwitz and  Marsson in two articles
(1908 and  1909) made wide use of components
in this community in the development of the
saprobic  system of water quality classification.
This system has been continued and developed
in Middle and Eastern Europe (Srameck-Husek,
1946; Butcher, 1932, 1940, 1946; Sladeckova,
1962; Sladecek and Sladeckova,  1964; Fjerding-
stad, 1950, 1964, 1965).
  The  study of periphyton was introduced in
the United States in the 1920's and expanded in
the  1930's.  The  use of the community has
grown  steadily and rapidly in water quality in-
vestigations (Blum,  1956; Cooke, 1956; Patrick,
1957; Cairns, et al.,  1968).
  The periphyton and plankton are the principal
primary producers in waterways  — they convert
nutrients to  organic living materials and  store
light energy  through the  processes of photo-
synthesis. In extensive deep waters, the plankton
are  probably  the  predominant  primary  pro-
ducers. In  shallow lakes, ponds, and rivers, the
periphyton are  the predominant primary pro-
ducers.
  Periphyton  is the basis of the trickling filter
system form  of secondary sewage treatment. It
is the film of growths covering the substrate in
the filter that consumes  nutrients, micro-solids,
and  bacteria from  the primary  treated sewage
passing through the filter. As  these growths ac-
cumulate, they eventually slough from the sub-
strate,  pass through the filter, and are captured
in the final clarifier; thus, they change chemical
and  biological materials  to a  solid  that can
be  removed   with  the   physical  process  of
settling.  Excellent studies and reports on this
process   have   been published  by Wisniewski
(1948), Cooke (1959), and Holtje (1943).
  The  periphyton  community  is an excellent
indicator of water  quality. Changes may  range
from subtle alteration of species composition to
extremely  dramatic results, such  as when the
addition  of organic wastes to waters supporting
a community  of predominately diatom growths
result in their replacement  by  extensive  slime
colonies  composed predominately  of bacteria
such as Sphaerotilus or Leptomitus and vorticel-
lid protozoans.
                                             1

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BIOLOGICAL  METHODS
  Excessive growth  stimulated  by  increased
nutrients  can  result in  large,  filamentous
streamers that are esthetically unpleasing and
interfere with  such water uses  as  swimming,
wading, fishing, and boating, and  can also affect
the  quality  of  the  overlying water. Photo-
synthesis  and respiration can  affect alkalinity
(U. S. FWPCA, 1967) and dissolved oxygen con-
centrations (O'Connell and Thomas, 1965) of
lakes  and  streams.  Metabolic  byproducts
released  to the  overlying  water may impart
tastes and odors to drinking waters drawn from
the  stream  or  lake, a  widespread  problem
throughout  the United States (Lackey,  1950;
Silvey,  1966; Safferman, et al,  1967).  Large
clumps  of growth  may break from the site of
attachment and eventually settle to form accu-
mulations of  decomposing, organic, sludge-like
materials.
  Periphyton  have proven useful in, reconnais-
sance surveys, water quality monitoring studies,
short-term investigations,  research and develop-
ment, and enforcement  studies., The investiga-
tion objectives dictate the nature, approach, and
methodology  of sampling the periphyton com-
munity.  Factors to be considered are  the time
and duration of the study and the characteristics
of the waterway.
  Sladeckova  (1962) published  an extensive
review of methodology used in investigating this
community. <

2.0  SAMPLE COLLECTION  AND  PRESER-
     VATION

2.1  Qualitative Sampling

  Time  limitations often  prohibit  the use of
artificial substrate samplers for quantitative col-
lection, and thus necessitate qualitative sampling
from  natural substrates.  Periphyton  usually
appear   as  brown, brownish-green, or  green
growths  on the substrate. In standing or flowing
water, periphyton may be qualitatively collected
by scraping the  surfaces of  several  different
rocks and logs with a pocket knife or some otlier
sharp object. This manner of collecting may also
be  used  as a quantitative method if accurate
measurements are  made of the  sampled  areas.
When  sampling this  way, limit  collections  to
littoral areas in lakes and shallow or riffle areas
in flowing water where the greatest number and
variety  of  organisms are  found. Combine the
scrapings to a volume  of 5  to  10 ml for a suf-
ficient sample.  In lakes and streams 'where  long
strands  of  filamentous  algae occur, weigh the
sample.
  After scraping has been completed, store the
material in bottles containing 5 percent forma-
lin. If the material is for chlorophyll analysis, do
not preserve. Store at 4°C in the dark in 100 ml
of 90 percent aqueous acetone. Use bottle  caps
with a cone-shaped polyethylene seal to prevent
evaporation.

2.2  Quantitative Sampling
  The standard (plain, 25 X 75 mm) glass micro-
scope slide  is the most suitable artificial  sub-
strate for quantitative sampling. If less fragile
material is  preferred, strips of Plexiglas may be
used in place of glass slides.
  Devices for  exposing the substrates can be
modified to suit;a  particular situation, keeping
in mind that the depth of exposure must be con-
sistant for  all sampling sites.  In large rivers or
lakes,  a floating  sampler  (APHA,  1971)  is
advantageous when turbidities are high and the
substrates must be exposed  near the surface. In
small, shallow streams or littoral areas of lakes
where turbidity is not a critical factor, substrates
may be exposed in several ways. Two  possible
methods are:  (a)  attach  the substrates  with
PLASTIC TAK adhesive to bricks  or flat rocks
in the stream bed, or (b) anchor Plexiglas racks
to the bottom  to hold the  substrates.  In areas
where siltation  is a  problem, hold the substrates
in a vertical position to avoid a covering of silt.
If desired,  another set of horizontally-exposed
substrates could  be used  to demonstrate the
effects  of   siltation on the  periphyton com-
munity.
  The number of substrates  to be exposed at
each  sampling  site depends on the  type  and
number of analyses to be performed. Because of
unexpected  fluctuations  in water levels, cur-
rents, wave  action, and the threat  of vandalism,
duplicate samplers should be used. A minimum
of four replicate substrates should  be taken for
each type of analysis.

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                                                                                      PERIPHYTON
   The length of exposure depends upon many
factors,  including  the  survey  time  schedule,
growth patterns, which are seasonal, and  pre-
vailing hydrologic conditions. On  the assump-
tion that periphyton growth rate on clean sub-
strates proceeds exponentially for 1 or 2 weeks
and then  gradually  declines,  the optimum ex*
posure period is 2 to 4 weeks.

3.0  SAMPLE PREPARATION AND ANALYSIS

3.1  Sample Preparation

   Sample  preparation  varies  according to  the
method  of  analysis; see  the  13th edition  of
Standard  Methods,  Section  602-3  (APHA,
1971).

3.2  Sample Analysis

3.2.1 Identification
   In addition to the taxonomic references listed
in the Plankton Section,  the following  bench
references are essential for day-to-day periphy-
ton identification.

Algae
Desikachaiy,  T. W.  1956. Cyanophyta. Indian Counc. Agric.
  Res., New Delhi.
Fairdi, M. 1961. A  monograph of the .fresh water species of
  Cladophora  and Rhizoctonium.  Ph.D. Thesis, Univ.  Kansas
  (available in Xerox from University Microfilms, Ann Arbor).
Islan, A. K., and M. Nurul. 1963. Revision of the genus Sttgeo-
  clonium. Nova  Hedwigia, Suppl. 10. J.  Cramer, Weinheim,
  Germany.
Rananthan, K. R. 1964. Ulotrichales. Indian Counc. Agric. Res.,
  New Delhi.
Randhawa, M. S. 1959. Zygn^maceae. Indian Counc. Agric. Res.,
  New Delhi.
Tiffany, L. H. 1937. Oedogoniales, Oedogoniaceae. In: North
  American Flora, ll(l):l-102. N.  Y. Bot. Garden, Hafner Publ.
  New York.

Fungi
Cooke, W. Bridge. 1963. A laboratory guide to fungi in polluted
  waters, sewage, and sewage  treatment  systems. USDHEW,
  USPHS, DWSPC, Cincinnati.

Protozoa
Bick, H. 1967-69. An illustrated  guide to ciliated protozoa
  (used as biological indicators in freshwater ecology). Parts 1-9.
  World Hlth. Organ., Geneva, Switzerland.
Kudo, R. R. 1963, Protozoology. Charles Thomas, Publ., Spring-
  field, 111..
Rotifers
Donner, J. 1966. Rotifers. Butler and Tanner, Ltd., London.
Edmundson, W. T. 1959. Freshwater biology. John Wiley and
 Sons, New York.
Pennak, R. W. 1953. Freshwater invertebrates of the United
 States. Ronald Press, New York.

Microcrustacea
Edmondson, W. T. (see above).
Pennak, R. W. (see above).

3.2.2  Counts and enumeration

            Sedgwick-Rafter Method
   Shake vigorously to mix the sample, transfer 1
ml to  a Sedgwick-Rafter cell, and make strip
counts,  as  described in  the  Plankton  Section,
except that a cell count is made of all organisms.
If the material is  too concentrated for a direct
count, dilute a  1-ml aliquot with  4 ml of dis-
tilled water; further  dilution may be necessary.
Even after vigorous shaking,  the  scrapings may
contain large clumps of cells. These clumps can
result  in an uneven  distribution  of material  in
the counting chamber that could seriously affect
the accuracy of the count. Should this condition
occur,  stir  50 ml of the sample (or a proper
dilution)  in  a blender for 1 minute and reex-
amine. Repeat  if  necessary.  Caution:  Some
colonial organisms cannot be identified in a frag-
mented condition. Therefore, the  sample must
be examined before being blended.
   The  quantitative determination of organisms
on a substrate can then be expressed as:
where:
C   =
V   —
DF  =
L   =
W   =

D   *
S    =
A " =
        .,    „ .   2  C X 1000 mm3 X V X DF
        No. cells/mm -  LXWXDXSXA
number of cells counted (tally)
sample volume, ml
dilution factor
length of a strip, mm
width of a strip  (Whipple grid image
width), mm                            :
depth of a strip (S-R cell depth), mm
number of strips counted
area of substrate scraped, mm2

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BIOLOGICAL METHODS
      Diatom Species Proportional Count
  Before  preparing  the  diatom  slides, use an
oxidizing  agent  to  digest the gelatinous stalks
and other extracellular organic materials causing
cell  clumping. Before  the oxidant  is added,
however, centrifuge or settle the sample to re-
move the formalin.
  If centrifugation  is  preferred, transfer  the
sample  to a  conical tube and  centrifuge 10
minutes at 1000 X G. Decant the formalin, re-
suspend the sample in 10 ml of distilled water,
and recentrifuge. Decant, take up the sample in
8 ml of 5 percent potassium (or ammonium)
persulfate,  and  transfer back to the (rinsed)
sample vial.
  If the settling method is preferred, follow the
instructions given in  the  Plankton Section for
removing salt from the diatom concentrate, but
add persulfate or hydrogen peroxide instead of
distilled water. After the formalin is replaced by
the oxidant,  heat the sample to 95°C for 30
minutes (do not boil). Cool, remove the oxidant
by  centrifugation or  settling, and take up the
diatoms in 2  to 3 ml  of distilled water. Proceed
with the preparation  of the permanent diatom
mount as  described  in the Plankton Section.
Label  the  slide  with the station location and
inclusive sample dates. Carry out the diatom
strip count as described in the Plankton Section,
except that separated, individual valves (half cell
walls) are tallied as such, and the tally is divided
by two to obtain cell numbers.
3.2.3 Biomass
                 Cell Volume
  See the Plankton Section.

           Dry and Ash-free Weight
  See the Plankton Section.

Centrifugation, Sedimentation and Displacement
  Centrifugation.  Place  sample  in  graduated
centrifuge tube and centrifuge for 20 minutes at
1000 X G. Relate the volume in milliliters to the
area sampled.
  Sedimentation.  Place  sample  in  graduated
cylinder and allow sample to settle  at least 24
hours. Relate the volume in milliliters to  the
area sampled.
  Displacement.  Use  displacement  for  large
growths of periphyton when excess water can be
readily removed. Once  the excess  water  is re-
moved, proceed as  per  Plankton  Section; how-
ever,  do not  pour  sample through  a  No. 20
mesh, nylon bolting cloth.

                 Chlorophyll
  The chlorophyll content of the periphyton is
used  to estimate the algal  biomass and  as an
indicator  of the nutrient content (or trophic
status) or toxicity  of the water and the taxo-
nomic composition  of the community. Periphy-
ton growing in surface water relatively free of
organic pollution consists largely of algae, which
contain approximately  1 to 2 percent chloro-
phyll  a by dry weight. If dissolved or particulate
organic matter is present in high concentrations,
large  populations  of filamentous  bacteria,
stalked protozoa,  and  other  nonchlorophyll
bearing microorganisms develop and the percent-
age of chlorophyll a is  then reduced.  If the
biomass—chlorophyll a relationship is expressed
as a ratio  (the autotrophic index), values greater
than  100 may  result from organic pollution
(Weber and McFarland, 1969; Weber, 1973).
                   Ash-free Wgt(mg/m2)
     Autotrophic Index = ;=-;	—-—;	;—T,
                   Chlorophyll a (mg/m2)

  To  obtain information on  the  physiological
condition (or health)  of the algal periphyton,
measure the amount of pheophytin a, a physio-
logically inactive  degradation product of chloro-
phyll  a. This degradation product has an absorp-
tion peak at nearly  the same wavelength as chlo-
rophyll a and, under severe environmental condi-
tions, may be responsible for most if not all of
the OD6 6 3 in the acetone extract. The presence
of relatively large amounts of pheophytin a is an
abnormal  condition  indicating water quality
degradation. (See the Plankton Section.)
  To  extract  chlorophyll, grind and steep the
periphyton in 90 percent aqueous  acetone (see
Plankton  Section).  Because of the normal sea-
sonal   succession of the  algae, the taxonomic
composition and the efficiency of extraction by
steeping  change  continually  during the  year.
Although  mechanical  or other cell disruption
may not increase the recovery of pigment from

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                                                                                                PERIPHYTON
every sample, routine grinding will significantly    tremely   sensitive  to  photodecomposition  and
increase  (10  percent  or more) the average re-    lose  more  than   50  percent  of their  optical
covery  of  chlorophyll  from  samples collected    activity  if exposed to direct sunlight for only 5
over a  period  of several  months. Where glass    minutes.  Therefore, samples placed in acetone in
slides are used as substrates, place  the individual    the  field  must  be  protected  from more  than
slides bearing the periphyton directly in separate    momentary  exposure   to  direct  sunlight  and
small bottles (containing  100 ml) of  acetone    should   be  Placed  immediately  in  the  dark
when  removed  from  the  sampler.  Similarly,    Samples  not   placed  m  acetone  in   the  field
  ,         -ix            j  r-       4.1.     t-f  •  i    should  be  iced  until  processed.  If samples are
place penphyton removed  from other artificial    nQt tQ be processed on the day  coilected, now.
or natural substrates in the field immediately in    eve^ thgy  should  be frozen and hdd at _2()oc
90 percent aqueous acetone. (Samples should be       For  the chlorophyii  analysis, see  the  Plankton
macerated, however, when  returned to the lab.)    Section.
   Acetone  solutions  of   chlorophyll  are  ex-
4.0   BIBLIOGRAPHY
American Public Health  Association. 1971.  Standard methods for the examination of water and  wastewater, 13th ed., APHA,
  New York.
Blum, J. L. 1956. The ecology of river algae. Bot. Rev. 22(5): 291.
Butcher, R. W. 1932. Studies in the ecology of rivers. II. The  microflora of rivers with special reference to the algae on the river bed.
  Ann. Bot. 46:813-861.
Butcher, R. W. 1940. Studies in the ecology of rivers. IV. Observations on the growth and distribution of sessile algae in the River Hull,
  Yorkshire. J. Ecology, 28:210-223.
Butcher, R. W. 1946. Studies in the ecology of rivers. VII. The algae of organically enriched waters. J. Ecology, 35:186-191.
Butcher, R. W. 1959. Biological assessment of river pollution. Proceedings Linnean Society, 170:159-165; Abstract in:  J. Sci.  Food
  Agn. 10:(11):104.
Cairns, J., Jr., D. W.  Albough, F.  Busey, and M. D. Chanay. 1968.  The sequential  comparison index - A simplified method for
  nonbiologists to estimate relative differences in biological diversity in stream pollution  studies. JWPCFJ40(9):1607-1613.
Cooke, W. B. 1956. Colonization of artificial bare areas by microorganisms. Bot. Rev. 22(9):613-638.
Cooke, W. B. 1959. Fungi in polluted water and sewage. IV. The occurrence of fungi in a trickling filter-type sewage treatment plant.
  In:  Proceeding, 13th Industrial Waste Conference, Purdue University, Series No. 96, 43(3):26-45.
Cummins, K. W., C. A. Tyron, Jr., and  R. T.  Hartman (Editors). 1966. Organism-substrate relationships in streams. Spec. Publ. No. 4,
  Pymatumng Lab. of Ecol., Univ. Pittsburgh. 145 pp.
Fjerdingstad, E. 1950. The microflora  of the River Molleaa with special reference to  the relation of the benthal algae to pollution.
  Folia Limnol. Scand. No. 5, Kobenhaven. 123 pp.
Fjerdingstad, E. 1964. Pollution of stream estimated by benthal phytomicroorganisms. I. A saprobic system based on communities
  organisms and ecological factors. Hydrobiol. 49(1):63-131.
Fjerdingstad, E. 1 965. Taxonomy and saprobic valency of benthic phytomicroorganisms. Hydrobiol. 50(4):475-604.
Hawkes, H. A. 1963. Effects of domestic and industrial discharge on the ecology of riffles in midland streams. Intern. J. Air Water Poll.
  7(6/7):565-586.
Holtje, R. H. 1943. The biology of sewage sprinkling filters. Sewage Works J. 15(1): 14-29.
Keup, L. E. 1966. Stream biology for assessing sewage treatment plant efficiency. Water and Sewage Works, 113:11-411.
Kolkwitz,  R., and  M. Marsson.  1908.  Oekologie der pflanzlichen Saprobien. Berichte Deutschen Botamschen Gesellschaft
  26a:505-519.
Kolkwitz,  R., and  M.  Marsson.  1909. Oekologie  der  Tierischen  Saprobien.  Internationale  Revue Gesamten  Hydrobiologie
  Hydrographie, 2:126-152.
Lackey, J. B. 1950. Aquatic biology and  the water works engineer. Public Works. 81:30-41,64.
Mackenthun, K. M. 1969. The practice of water pollution biology. U. S,  FWPCA, Washington, D.C. 281 pp.
Mackenthun, K. M., and L. E. Keup.  1970. Biological problems encountered in water supplies. JAWWA, 62(8):520-526.
O'Connell, J. M., and N. A. Thomas. 1965. Effect of benthic algae on stream dissolved oxygen.  Proc. ASCE, J. Sanit. Eng. Div.
  91:1-16.
Odum, H. T. 1957. Trophic structure and productivity of Silver  Springs,  Florida. Ecol. Monogr. 27:55-112.
Parrish, L. P., and A. M. Lucas. 1970. The effects of waste waters on periphyton growths in the Missouri River. (Manuscript). U. S.
  FWPCA Nat'l. Field Investigations Center, Cincinnati.

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BIOLOGICAL METHODS
Patrick, R.  1957.  Diatoms as  indicators  of changes in environmental conditions. In:  Biological  Problems in  Water Pollution-
 Transactions of the 1956 Seminar, Robert A. Taft Sanitary Engineering Center, U. S. Public Health Service, Cincinnati, Ohio. pp.
 71-83. W57-36.
Rohlich, G. A., and W.  B. Sarles. 1949. Chemical composition of algae and its relationship to taste and odor. Taste Odor Control J.
 18:1-6.
Safferman, R. S., A. A. Rosen, C. I. Mashni, and M. E. Morris. 1967. Earthy - smelling substance from a blue-green  alga. Environ. Sci.
 Technol. 1:429-430.
Seligo, A. 1905. Uber den Ursprung der Fischnahrung. Mitt.d. Westpr. Fisch. 17(4):52.
Silvey, J. K. G. 1966. Taste and odors - Joint discussion effects of organisms. JAWWA, 58(6):706-715.
Sladecek, V., and A. Sladeckova. 1964. Determination of the periphyton production by means of the glass slide method. Hydrobiol.
 23:125-158.
Sladeckova, A. 1962. Limnological investigation  methods for the periphyton ("Aufwuchs") community. Bot. Rev. 28:286-350.
Srameck-Husek. 1946. (On the uniform classification of animal and plant communities in our waters) Sbornik MAP, 20(3):213 Orig. in
 Czech.
Strickland, J. D. H. 1960. Measuring the production of marine phytoplankton. Bull. No. 122. Fish. Res. Bd. Canada, Ottawa, 172 pp.
 (Review of methods of primary production measurement, many applicable to periphyton analyses.)
Thomas, N.  A. 1968. Methods for  slide attachment in periphyton studies. (Manuscript). U. S. FWPCA,  Natl. Field Investigations
 Center, Cincinnati.
U. S.  Federal Water Pollution Control Administration. 1967. Effects of pollution on aquatic life resources of the South Platte River in
 Colorado. Vol. 2.  Technical Appendix. USFWPCA, Cincinnati. 85pp.
Warner, R. W., R. K. Ballentine, and L. E. Keup.  1969. Black-water impoundment investigations. U. S. FWQA, Cincinnati, Ohio. 95 pp.
Weber, C.  1973. Recent developments in the measurement of the response of plankton and periphyton to changes in their environ-
 ment. In: Bioassay Techniques and Environmental Chemistry. G. Glass, ed. Ann Arbor Science Publishers, Inc., p 119-138.
Weber, C.  I., and B. McFarland. 1969. Periphyton biomass-chlorophyll ratio as an index of water quality. Presented at the 17th Annual
 Meeting, Midwest Benthological Society, Gilbertsville, Ky., April, 1969.
Weber, C.  I.,  and R. L.  Raschke. 1966. Use of a floating periphyton sample for water pollution surveillance. U. S. FWPCA, Cincinnati,
 Ohio.
Weston, R. S., and C. E. Turner. 1917. Studies on the digestion of a sewage filter effluent by a small and otherwise unpolluted stream.
 Mass. Inst. Technol., Sank. Res. Lab. Sewage Exper. Sta. 10:1-43.
Wisniewski, T. F. 1948.  The chemistry and biology of milk waste disposal. J. Milk Food Technol.  11:293-300.
Young, O. W. 1945. A limnological investigation  of periphyton in Douglas Lake, Michigan. Trans. Amer. Microscop. Soc. 64:1.

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MACBQPHYTON

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                  MACROPHYTON
                                                   Page
1.0 INTRODUCTION  	    1
2.0 SAMPLE COLLECTION AND ANALYSIS	    1
   2.1 Qualitative Sampling	    2
   2.2 Quantitative Sampling  	    2
3.0 REFERENCES  	    3

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                                   MACROPHYTON
1.0  INTRODUCTION
  Macrophytes are all aquatic plants possessing a
multi-cellular structure with cells differentiated
into specialized tissues. Included are the mosses,
liverworts,  and  flowering  plants. Their  sizes
range from the near microscopic watermeal to
massive cypress trees. The most commonly dealt
with forms are the herbaceous water plants.
  Macrophyton  may  be conveniently divided
into three major growth types:
  Floating. These plants have true leaves and
roots and float on the water surface (duckweed,
watermeal, water hyacinth).
  Submerged. These plants are anchored to the
substratum by roots and may be  entirely sub-
mersed  or have floating leaves and aerial repro-
ductive structures (water milfoil,  eel grass, pond-
weeds, bladderwort).
  Emersed. These plants are rooted in shallow
water and some species occur along moist shore
lines. The two major groups are:
  Floating leafed plants (water lilies and water
     shields).
  Plants with upright shoots (cattails,  sedges,
     woody shrubs, rice and trees.
  The  use of macrophytes in water quality
investigations   has   been  sorely  neglected.
Kolkwitz and  Marsson (1908) used some species
in their saprobic system of water quality classifi-
cation,  but they  are rarely  mentioned in  most
literature. A number of pollutants have dramatic
effects on macrophyte growth:
  Turbidity   restricting light  penetration  can
prevent the growth of submerged weeds.
  Nutrients  can  stimulate  overproduction  of
macrophytes  in   numbers  sufficient  to create
nuisances  or  can stimulate excessive  plankton
growths  that  effect an increase in turbidities,
thus eliminating macrophyte growths.
  Herbicidal compounds, if present at sublethal
concentrations, can  stimulate excessive growths
or they can,  at  higher concentrations, destroy
plant growths.
  Organic or  inorganic nutrients, or both, can
support  periphytic  algal  and  slime growths
sufficient  to   smother and thus destroy sub-
mersed forms.
  Sludge deposits, especially those undergoing
rapid decomposition, usually are too unstable or
toxic to permit the growth of rooted plants.
  The rampant growth of some macrophytes has
caused concern over recent years  (Holm et al.
1969). Millions of dollars are spent each year in
controlling  macrophytes  that interfere  with
irrigation  operation,  navigation,  and  related
recreational  uses.  Mechanical cutting, applica-
tion of herbicides, and habitat alteration are the
primary control  methods.  Mackenthun  and
Ingram (1967) and Mackenthun (1969) have re-
viewed and summarized control techniques.
  Yount and Grossman (1970) and Boyd (1970)
discussed schemes for using macrophytes to re-
move  nutrients  from  effluents  and  natural
waters.
  Aquatic macrophytes are a natural component
of most aquatic ecosystems,  and are present in
those  areas   suitable  for macrophyte growth,
unless  the habitat is altered. Furthermore, the
proper proportions of macrophytes are ecologi-
cally desirable (Wilson,  1939; Hotchkiss, 1941;
Penfound,  1956;  Boyd,  1971).  Boyd  (1970,
1971)  introduced  concepts  of  macrophyte
management  opposed  to the current idea of
eradicating  aquatic  macrophytes  from  many
aquatic  ecosystems. Much additional research is
needed  on the role of macrophytes in  aquatic
ecosystems.
  The  objective of an investigation dictates the
nature  and  methodology of sampling  macro-
phytes.  Critical factors are  the time available,
how critical the information is, expertise avail-
able, duration of the  study,  and characteristics
of the waterway.
  Techniques are  few, and the investigator's best
asset  is  his  capability  for  innovating  sound
procedures.

2.0 SAMPLE COLLECTION AND ANALYSIS

  Collecting  representative   genera  from  the
macrophyton community is generally not diffi-
cult because of their large size and littoral habi-
tats. Macrophytes may be readily  identified to
genera and some to species in the field, or they
may be dried in a plant press and  mounted for
                                             1

-------
BIOLOGICAL METHODS
further  identification. Small, delicate  species
may be  preserved in buffered 4 percent formalin
solution. Some of the more useful taxonomic
works for identification are Muenscher (1944),
Eyles and Robertson (1944), Fassett (1960) and
Winterringer and Lopinot (1966).

2.1  Qualitative Sampling

  Qualitative sampling includes  visual observa-
tion and collection of representative types from
the study area. Report the extent of growth as
dense when  coverage is  continuous,  moderate
when growths are common, and sparse when the
growth is rarely encountered. The crop of plants
may be  comprised of just one genus or may be a
mixture; if a mixture, estimate the percentage of
individual types.
  Sampling gear is varied  and the choice of tools
usually  depends  on  water depth. In shallow
water, a garden rake or similar  device is very
effective for  collecting macrophytes.  In deeper
water,  employ  grabs,  such as the Ekman, to
collect submersed types.  In recent years, scuba
diving has gained popularity with many investi-
gators in extensive plant surveys. Phillips (1959)
provides detailed  information  on qualitative
sampling.

2.2  Quantitative Sampling
  Quantitative  sampling  for macrophytes  is
usually  to determine the  extent  or rate of
growth or weight of growth per unit of area. The
study objectives  determine  whether measure-
ments will involve a single species or several.
  Before beginning a quantitative investigation,
develop  a  statistical  design to assist  in deter-
mining  the best sampling  procedure, sampling
area size, and number of samples. Often proce-
dures adapted from terrestrial plant surveys are
applicable  in the  aquatic environment.  The
following references will be helpful in adopting a
suitable technique:  Penfound,  1956; Westlake,
1966;  Boyd,  1969;  Forsberg,   1959,  1960;
Edwards and Owens,  1960; Jervis, 1969; Black-
burn, et al., 1968.
  Standing crop. Sampling should be limited to
small, defined subareas (quadrates) with conspic-
uous borders. Use a square framework with the
poles anchored on the bottom and floating line
for the sides. Collect the plants from within the
frame by hand or by using a long-handled garden
rake.  Forsberg  (1959)  has  described other
methods such  as  laying  out  long,  narrow
transects.
  Obtain the wet weight of material after the
plants have  drained  for  a standard  period of
time, determined by the investigator. Dry the
samples (or subsamples for large species) for 24
hours at 105°C and reweigh.  Calculate the dry
weight of vegetation per unit area.
  Planimeter accurate maps to determine  the
total  area of investigation. If additional boat or
air  reconnaissance (using photographs) is done
to determine type and extent of coverage,  data
collected  from  the  subareas  can then  be ex-
panded for the total study area.  Boyd  (1969)
describes  a  technique  for  obtaining surface
coverage by  macrophytes in  a small body of
water.
  Productivity. Estimate standing crops at pre-
determined  intervals  to  relate growth  rates to
pollution, such as nutrient stimulation, retarda-
tion, or toxicity from heavy metals and thermal
effects.  Wetzel  (1964)  and  Davies  (1970)
describe  a more accurate method with the use of
a carbon-14 procedure to estimate daily produc-
tivity rates of macrophytes.

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                                                                                                     MACROPHYTON
3.0  REFERENCES
Blackburn, R. D., P. F. White, and  L. W. Weldon.  1968. Ecology of submersed aquatic weeds in south Florida canals. Weed Sci.
  16:261-266.
Boyd, C. E. 1969. Production, mineral nutrient absorption, and biochemical assimilation by Justicia americana and Alternanthera
  phUoxeroides. Archiv. Hydrobiol. 66:139-160.
Boyd, C. E. 1970. Vascular aquatic plants for mineral nutrient removal from polluted waters. Econ. Bot. 24:95-103.
Boyd, C. E. 1971. The limnological role of aquatic macrophytes and their relationship to reservoir management. In: Reservoir Fisheries
  and Limnology, G. E. Hall (ed.), Spec. Publ. No. 8. Amer. Fish. Soc., Washington, D.C. pp. 153-166.
Davies, G.  S. 1970. Productivity of macrophytes in Marion Lake, British Columbia. J. Fish. Res. Bd. Canada, 27:71-81.
Edwards, R. W., and M. Owens. 1960. The effects of plants on liver conditions.  I. Summer crops and estimates of net productivity of
  macrophytes in a chalk stream. J. Ecol. 48:151-160.
Eyles, D. E., and J.  L. Robertson, Jr. 1944. A guide and key to the aquatic plants of the southeastern United  States. Public Health
  Bull. No. 286. U.S.Gov. Printing Office, Washington, D.C. 151 pp.
Fassett, N. C. 1960. A  manual of aquatic plants. Univ. Wisconsin Press, Madison. 405 pp.
Forsberg, C. 1959. Quantitative sampling of subaquatic vegetation. Oikos, 10:233-240.
Forsberg, C. 1960. Subaquatic macrovegetation in Osbysjon, Djurholm. Oikos, 11:183-199.
Holm, L. G., L. W. Weldon, and R. D. Blackburn. 1969. Aquatic weeds. Science, 166:699-709.
Hotchkiss, N. 1941.  The limnological role of the higher plants. In: A symposium  of hydrobiology, Univ. Wisconsin Press, Madison, pp.
  152-162.
Jervis,  R.  A. 1969.  Primary  production in the freshwater marsh ecosystems of  Troy Meadows, New Jersey. Bull. Torrey Bot.  Club,
  96:209-231.
Kolkwitz, R., and M. Marsson. 1908. Oekologie der pflanzlichen Saprobien. Berichte deutschen botanischen Gesellschaft, 26a:505-5l9.
Mackenthun, K. M. 1969. The practice of water pollution  biology. U. S. FWPCA, Cincinnati. 281 pp.
Mackenthun, K. M., and W. M. Ingram. 1967. Biological associated problems in freshwater environments. U. S. FWPCA, Cincinnati.
  287 pp.
Muenscher, W. C. 1944. Aquatic plants of the United States. Comstock Pub. Co., Ithaca. 374 pp.
Penfound, W. T. 1956. An outline for ecological life histories of herbaceous vascular hydrophytes. Ecology, 33:123-128.
Phillips, E. A. 1959. Methods of vegetation study. Henry Holt & Co., New York, 107 pp.
Westlake, D. F. 1966. The biomass and productivity of Gylceria maxima. \. Seasonal changes in biomass. J. Ecol. 54:745-753.
Wetzel,  R. G. 1964. A comparative study of the primary productivity of higher aquatic plants, periphyton, and phytoplankton in a
  large shallow lake. Int. Rev. ges. Hydrobiol. 49' 1-61.
Wilson,  L. R. 1939. Rooted aquatic plants and their relation to the limnology of fresh-water lakes. In: Problems of Lake Biology. Publ.
  No. 10, Amer. Assoc. Adv. Sci. pp. 107-122.
Winterringer, G. S.,  and A.  C. Lopinot. 1966. Aquatic plants of Illinois. II). State Museum Popular Ser. Vol. VI, 111. State Museum
  Division. 142 pp.
Yount, J. L., and R. A. Grossman, Jr.  1970. Eutrophication control by plant harvesting. JWPCF, 42:173-183.

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MACRlllllfERTEBRATES

-------
                  MACROINVERTEBRATES
                                                               I'age
1.0 INTRODUCTION    	      1
2.0 SELECTION OF SAMPLE SITES   	      2
    2.1  Systematic Sampling    	      2
    2.2  Random Sampling      	      2
    2.3  Measurement of Abiotic Factors   	      2
        2.3.1 Substrate   	      2
        2.3.2 Depth   	      4
        2.3.3 Current Velocity    	      4
        2.3.4 Salinity    	      4
3.0 SAMPLING METHODS   	      5
    3.1  Quantitative   	      5
        3.1.1 Definitions and Purpose  	      5
        3.1.2 Requirements  	      5
        3.1.3 Advantages   	      5
        3.1.4 Limitations   	      6
    3.2  Qualitative  	      6
        3.2.1 Definitions and Purpose  	      6
        3.2.2 Requirements  	      6
        3.2.3 Advantages   	      6
        3.2.4 Limitations   	      6
    3.3  Devices	      7
        3.3.1 Grabs   	      7
        3.3.2 Sieving Devices   	      9
        3.3.3 Coring Devices	      9
        3.3.4 Artificial Substrates   	     10
        3.3.5 Drift Nets  	     11
        3.3.6 Photography	     12
        3.3.7 Qualitative Devices    	     12
4.0 SAMPLE PROCESSING  	     12
    4.1  Sieving   	     12
    4.2  Preservation   	     13
    4.3  Labelling  	     13
    4.4  Sorting and Subsampling	     13
    4.5  Identification    	     14
    4.6  Biomass   	     15
5.0 DATA EVALUATION   	     15
    5.1  Quantitative Data   	     15
        5.1.1 Reporting Units  	     15
        5.1.2 Standing Crop and Taxonomic Composition   ....     15
        5.1.3 Diversity	     16
    5.2  Qualitative Data  	     18
        5.2.1 Indicator Organism Schemes   	     18
        5.2.2 Reference Station Methods  	     18
6.0 LITERATURE CITED   	     32
7.0 TAXONOMIC BIBLIOGRAPHY	     33
    7.1   Coleoptera   	     33

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                                                              Page
7.2  Crustacea  	    34
7.3  Diptera  	    34
7.4  Ephemeroptera  	    35
7.5  Hemiptera    	    36
7.6  Hirudinea  	    36
7.7  Hydracarina	    36
7.8  Lepidoptera	    36
7.9  Megaloptera	    36
7.10 Mollusca   	    36
7.11 Odonata   	    37
7.12 Oligochaeta  	    37
7.13 Plecoptera    	    37
7.14 Trichoptera  	    37
7.15 Marine   	    38

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                              MACROINVERTEB RATES
1.0  INTRODUCTION
  The aquatic macroinvertebrates,  as discussed
in this section, are animals that are large enough
to be seen by the unaided  eye  and  can  be
retained  by a U. S.  Standard No. 30 sieve (28
meshes per inch, 0.595 mm openings) and live at
least  part  of  their life cycles within  or  upon
available substrates in a body of water or  water
transport system.
  Any available substrate may provide  suitable
habitat including bottom  sediments, submerged
logs,  debris, pilings,  pipes,  conduits, vascular
aquatic plants, filamentous algae, etc.
  The major taxonomic groups included in fresh
water  are the  insects, annelids, molluscs, flat-
worms,  roundworms,  and   crustaceans.  The
major  groups in salt  water are the molluscs,
annelids,  crustaceans,  coelenterates,  porifera,
and bryozoans.
  Benthic macroinvertebrates can be defined by
location  and  size but not by position in  the
trophic structure since they occupy virtually all
levels.  They  may be omnivores, carnivores, or
herbivores; and in  a well-balanced  system,  all
three types will likely be  present. They include
deposit  and  detritus  feeders,  parasites,
scavengers, grazers, and predators.
  Species present, distribution,  and abundance
of aquatic macroinvertebrates may be subject to
wide seasonal variations. Thus, when conducting
comparative  studies,  the  investigator  must  be
quite careful to avoid the confounding effects of
these seasonal  changes. Seasonal variations are
particularly important  in fresh-water habitats
dominated by aquatic insects having several life
stages, not all of which are aquatic.
  The  macroinvertebrates  are important
members of the food web, and their well-being is
reflected in the well-being of the  higher  forms
such  as  fish.  Many invertebrates,  such as  the
marine and fresh-water shellfish, are important
commercial and recreational species. Some, such
as mosquitos,  black  flies, biting midges, and
Asiatic clams, are of considerable public health
significance or are simple pests;and many  forms
are important  for digesting organic  material and
recycling nutrients.
  A community of  macroinvertebrates in  an
aquatic ecosystem is very sensitive to stress, and
thus its characteristics serve as a useful tool for
detecting environmental perturbations resulting
from  introduced contaminants.  Because of the
limited mobility of benthic organisms  and  their
relatively long life span, their  characteristics are
a function of conditions during the recent  past,
including reactions to  infrequently discharged
wastes  that  would be difficult  to detect  by
periodic chemical sampling.
  Also,  because  of  the  phenomenon  of
"biological magnification" and relatively long-
term  retention  of  contaminants  by benthic
organisms,  contaminants  such  as  pesticides,
radioactive materials, and metals, which are only
periodically discharged  or  which  are present at
undetectable levels  in  the  water,  may  be
detected by  chemical analyses of selected com-
ponents of the macroinvertebrate fauna.
  In pollution-oriented  studies of macroinverte-
brate   communities,   there  are   basically  two
approaches—quantitative  and qualitative—that
may  be  utilized  singly  or  in  combination.
Because of the basic nature of this decision, the
section of  this manual  relating  to  sampling
methods and data evaluation of macroinverte-
brates  is  arranged  on  the  basis  of whether a
quantitative or qualitative approach is used.
  Ideally,   the  design of  macroinvertebrate
studies should be based upon  study goals  or
objectives; however,  the ideal must frequently
be  tempered  by the realities  of  available
resources,  time limitations  imposed  on  the
study,  and the characteristics of the habitat to
be  studied.  To  aid  in  selecting the  most
advantageous  sampling method, sample sites,
and data  evaluation,  the reader of this section
should  be  familiar  with  the material  in  the
"Introduction"  of  this  manual,  particularly
those  portions outlining and discussing require-
ments  of the various  types  of field studies in
which an investigator may become involved.
  To  supplement the material contained in this
manual, a number  of basic references should  be
available  to  investigators  of the  benthic com-
munity, particularly  to those  engaged  in water

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BIOLOGICAL METHODS
pollution  studies.  These  include  Standard
Methods  (2), Welch (57), Mackenthun (37),
Kittrell (29), Hynes (26),  and Buchanan and
Sommers (9).

2.0  SELECTION OF SAMPLE SITES
  As discussed and  defined more  fully in  the
section on  biometrics,  sample sites  may  be
selected systematically or by various randomiza-
tion procedures.

2.1   Systematic Sampling
  Unless the data are to be utilized for quantita-
tive  evaluations,  some type  of  systematic
sampling  is  generally  employed for synoptic
surveys  and  reconnaissance  studies. Line
transects established  at discrete intervals  across a
river or stream and sampled at quarter points or
more frequent intervals are a form of systematic
sampling  and serve  as an  excellent means of
delimiting  and mapping  the  habitat  types. In
lakes, reservoirs, and estuaries, transects may be
established along the short or long  axis or may
radiate out from  a pollution source. If a  random
start  point  is used  for selecting sampling sites
along the transects, the data may be  amenable to
quantitative evaluation (see Biometrics Section).
As  will be discussed, however, the confounding
effects of changes in physical characteristics of
the environment along the transect must  be fully
recognized and accounted for.
  In another form of systematic sampling,  the
investigator, using a  variety of gear, consciously
selects and  intensively samples all recognizable
habitat types.  As previously  mentioned, this
form  of  sample  site selection  is  useful  for
synoptic  surveys  and  for comparative  studies
where qualitative comparisons are being made.

2.2  Random Sampling
  For conducting quantitative studies,  where a
measure of precision must be obtained, some
type  of randomization procedure  must  be
employed in selecting sampling sites. This selec-
tion may  be carried out on the whole of the area
under study (simple random  sampling), or  the
randomization  procedure may be  conducted
independently  on  selected  strata (stratified
random sampling). Because the characteristics of
macroinvertebrate communities are so closely
related  to physical factors  such as  substrate
type, current velocity, depth,  and salinity,  a
design using  simple random sampling is seldom
meaningful. Therefore,  the  investigator should
stratify the  habitat  on  the  basis  of known
physical habitat differences and collect samples
by  the  random grid  technique  within  each
habitat type.
  As  alluded to above, and  regardless of the
method of sample  site selection,  the biologist
must  consider  and  account  for those natural
environmental  variations  that may  affect  the
distribution  of organisms.  Among the  more
important  natural  environmental variables  in
fresh-water habitats are substrate type, current
velocity,  and depth. In estuaries,  the salinity
gradient is an additional variable that must be
accounted for.

2.3 Measurement of Abiotic Factors

2.3.1  Substrate
  Substrate is one of the most important factors
controlling the  characteristics of the community
of aquatic macroinvertebrates found at a given
location in a  body of water (49). Over a period
of time,  the natural substrates  may be greatly
altered by the discharge of particulate mineral or
organic matter, and the location and expanse of
various substrate types (silt, sand,  gravel,  etc.)
may  change  because  of  normal  variations  in
hydrolic  factors  such  as current  velocity and
stream flow.  The biologist, therefore, must be
cognizant   of  changes  in  the  nature  and
properties  of the substrate  which may provide
clues on  the  quality and quantity of pollutants
and  consider factors which  affect the normal
distribution of the benthic fauna.
  Where  the  pollutant has a direct effect on the
characteristics  of the substrate, the  effects of
changes in water quality  may be inseparable
from the  effects of changes in the substrate. In
cases where substrate deterioration has occurred,
faunal effects may be so obvious that  extensive
sampling may not be required, and special atten-
tion  should  be given  to  the physical  and/or
chemical characterization of the deposits.
  In  conducting synoptic surveys or other types
of qualitative studies and taking  into account

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                                                                  MACROINVERTEBRATE SAMPLING
the  limitations  of available  sampling  devices,
sampling  sites should be  selected to include all
available  substrates.  If these qualitative samples
are to  be used  for  determining the effects of
pollutants where the pollutant does not have  a
direct  affect  on  the substrate, the investigator
must bear in mind that only the fauna from sites
having  similar  substrates  (in  terms of organic
content,  particle size,  vegetative cover,  and
detritus)  will  provide valid data for comparison.

  For  quantitative   studies,  it  is sometimes
necessary in  the  interest  of  economy  and
efficiency and within the limitations of the avail-
able gear, to  sample primarily  at sites having
substrates which normally  support the  most
abundant and varied fauna,  and devote a mini-
mum effort to those substrates supporting little
or no  life. For instance,  in  many large, swiftly-
flowing rivers of the Midwest and Southeast, the
areas of "scour" with a substrate of shifting sand
or hardpan may be almost devoid of macroinver-
tebrates; sampling effort may be reduced there in
                       favor of the  more  productive areas of "deposi-
                       tion" on the  inside of bends or in the vicinity of
                       obstructions.  Just  the opposite situation  may
                       occur  in many of the  swiftly-flowing upland
                       streams,  where most  of  the  effort  may  be
                       devoted to sampling  the productive rubble and
                       gravel riffle areas instead of the pools.
                          Because  of the  importance of substrate (in
                       terms of both organic content and particle size)
                       in macroinvertebrate  studies, it is suggested that
                       sufficient  samples  be collected  to conduct the
                       following minimal analyses and evaluations:

                          • In the field, classify and record, on suitable
                            forms,   the  mineral  and  organic matter
                            content  of  the  stream, lake, or estuary
                            bottom  at each sample site on a percentage
                            basis  with the use of the categories shown
                            in Table 1. Although the categories given in
                            Table  1  may  not  apply universally,  they
                            should be applicable to most situations with
                            only slight modification.
      TABLE 1. CATEGORIES FOR FIELD EVALUATION OF SOIL CHARACTERISTICS*
       Type
                                                        Size or characteristic
 Inorganic Components
  Bed rock or solid rock
  Boulders
  Rubble
  Gravel
  Sand
  Silt
  Clay
  Marl

 Organic Components
  Detritus
  Fibrous peat
  Pulpy peat

  Muck
>256 mm (10 in.) in diameter
64 to 256 mm (2V4 to 10 in.) in diameter
2 to 64 mm (1/12 to 2'/2 in.) in diameter
0.06 to 2.0 mm in diameter; gritty texture when rubbed between fingers.
0.004 to 0.06 mm in diameter

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 BIOLOGICAL METHODS
   • In  the  laboratory,  evaluate  the inorganic
     components by conducting a wet and  dry
     particle  size analysis  on  one  or  more
     samples and preferably on replicate samples
     from each  sampling  site  with the  use of
     standard sieves  and following the modified
     Wentworth  classification shown in Table 2.
     Detailed procedures  for sediment analysis
     are found in IBP handbook No. 16.*
      TABLE 2.  SOIL PARTICLE SIZE
             CLASSIFICATION*
    Name
Particle size
  (mm)
U.S. standard sieve
    series #
Boulder        >256
Rubble        64-256
Coarse gravel    32-64
Medium gravel   8-32                   f
Fine gravel     2-8                   10
Coarse sand     0.5-2                  35
Medium sand    0.25-0.5               120
Fine sand      0.125-0.25             230
Very fine sand   0.0625-0.125
Silt           0.0039-0.0625  Centrifuge (750 rpm, 3 min)J
Clay          
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                                                              MACROINVERTEBRATE SAMPLING
  Because of the extreme  spatial and temporal
fluctuations of salinity in estuaries, simple, rapid
instrumental methods of measurement are more
desirable  than slower, more  precise chemical
methods (38).
  Wide-range,  temperature-compensated  con-
ductivity  salinometers are recommended  for
determining both horizontal and vertical salinity
profiles at high-slack and low-slack tide levels in
the  area  of estuary  or reach  of river  being
studied.

3.0  SAMPLING METHODS

3.1  QUANTITATIVE

3.1.1 Definitions and purpose
  Although  the data may be evaluated in various
ways, a quantitative method essentially involves
an   estimation of the  numbers or  biomass
(standing  crop) of the various  components of
the macroinvertebrate community per unit area
in all  or a portion  of the  available  habitats
(including artificially introduced habitats) in the
ecosystem being studied, and provides informa-
tion on  the species  composition,  richness  of
species and distribution of individuals among the
species.

3.1.2 Requirements
  Obtain quantitative estimates by using devices
that sample a unit area or volume of habitat,
such as a Surber  square-foot sampler, which in
use presumably collects all organisms enclosed
within the frame of the sampler, or an  artificial
substrate  sampler  having  a  fixed volume  or
exposing a fixed amount of surface.
  In  the  study of macroinvertebrate popula-
tions, the sampling precision  is affected by a
number of factors, including:  size, weight, and
construction of the sampling device, the type of
substrate, and the distribution of organisms in
and on the substrate. For example, it is expected
that the estimates of standing crop drawn from a
series of samples will be more  precise (have a
lower  coefficient  of variation)  when  the
community  consists of a few species represented
by  a large number of individuals, evenly distri-
buted in the substrate. Conversely, a large coef-
ficient  of variation  would  be  expected if  the
fauna consists of a large number cf species with
a patchy  distribution of individuals. To obtain
the same level of precision at a given level of
probability, a larger number of replicates would
be required in the latter case than in the former.
In  general,  the  smaller  the  surface  area
encompassed by a sampling device, the larger the
number of samples required to obtain  a desired
level  of precision.  Thus, precision   can   be
increased  by  collecting  larger samples, or  by
increasing the numbers of samples collected.
  An objective,  quantitative  approach neces-
sitates  that a measure of  the  precision of  the
estimates  be obtained — thus, replicate  sampling
in each habitat or stratum selected for study is
an  absolute requirement. For  measurement of
precision,  three replicates are  an  absolute
minimum. (A series of single  samples  taken at
discrete points along a transect do not represent
replicate samples of benthic organisms unless it
can be demonstrated that the physical character-
istics of the habitat  do  not change along  the
transect.)
  It is  preferable, if data are available (or can be
obtained  by  reconniassance  or  exploratory
studies), to determine the number of replicates
on  the  basis of the desired level of precision as
discussed in the Biometrics Section.

3.1.3  Advantages
  In  addition  to providing   the  same data
obtained from a  qualitative study, the standing
crop data generated by a quantitative study pro-
vide a  means of  comparing the productivity of
different  environments;  and if a  measure  of
turnover is available,  the actual production  can
be computed.
  The  use of quantitative sampling devices in
carefully  chosen habitats is recommended
because they reduce sampling bias resulting from
differences in expertise of the sample collector.
  The data from  properly designed quantitative
studies  are  amenable to  the use of simple  but

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BIOLOGICAL METHODS
powerful statistical tools that aid in maintaining
the objectivity of the data evaluation  process.
The measures of precision and probability state-
ments that can be attached to quantitative data
reduce the possibilities of bias in the data evalu-
ation  process and make  the results of different
investigators more readily comparable.
  The advantages, then, of quantitative methods
are:

  • They provide a measure of productivity.
  • The investigator can measure precision of
    estimates and attach probability statements,
    thus providing objective comparisons.
  • The data  of different investigators may be
    compared.

3.1.4  L imi ta tio ns
  Presently, no sampling devices are adequate to
sample all types of habitat; so when quantitative
devices  are used, only selected portions of the
environment may be sampled.
  Sampling precision is  frequently so low that
prohibitive numbers of replicate samples may be
required to obtain meaningful estimates. Sample
processing and  analysis are slow and  time-
consuming.  In some cases, therefore, time limi-
tations  placed on a study may prohibit the use
of quantitative techniques.

3.2 Qualitative

3.2.1  Definitions and purpose
  The objective of qualitative studies is to deter-
mine  the presence or absence of forms having
varying  degrees  of  tolerance to  contaminants
and  to  obtain  information  on  "richness  of
species." Samples are obtained with the use of a
wide  variety  of collecting methods and  gear,
many of which are not amenable to quantitation
on a unit-area basis. When conducting qualitative
studies, an attempt is usually made to collect all
species  present  by  exhaustive  sampling  in  all
available habitat types.

3.2.2  Requirements
  Recognizing and  locating  various  types of
habitats where  qualitative  samples  can  be
collected  and  selecting suitable  collecting
techniques require experience and a high level of
expertise.
  When  conducting  comparative studies of the
macrobenthos, a major pitfall is the confounding
effect  of  the  differences in  physical habitat
among the different  stations being studied. This
danger  is  particularly  inherent in qualitative
studies when an attempt is made to systemati-
cally  collect  representative  specimens of  all
species  present at  the  sampling stations  or
reaches of river being compared. Unfortunately,
differences in habitat unrelated  to the effects of
introduced contaminants may render  such com-
parisons  meaningless.  Minimize this  pitfall  by
carefully  recording,  in the field,  the  habitats
from  which specimens are collected and  then
basing comparisons  only on stations with like
habitats in which the same amount of collecting
effort has been expended.

3.2.3 Advantages
  Because of  wide  latitude in  collecting tech-
niques, the types of  habitat that can be sampled
are relatively unrestricted. Assuming taxonomic
expertise  is available, the processing of qualita-
tive  samples is  often  considerably faster  than
that required for quantitative samples.

3.2.4 Limitations
  Collecting   techniques are  subjective  and
depend  on the  skill  and experience of  the
individual  who makes  the  field collections.
Therefore,  results  of  one  investigator  are
difficult to compare  with those of another.
  As discussed elsewhere, the drift of organisms
into the  sample area may bias the evaluation of
qualitative data  and  render  comparisons
meaningless.
  No information on  standing crop or produc-
tion can be generated from a qualitative study.

3.3  Devices

3.3.1   Grabs
  Grabs are devices designed  to  penetrate the
substrate by virtue  of  their own weight and
leverage,  and  have  spring- or gravity-activated
closing mechanisms.  In shallow waters,  some of
these devices may be rigged on poles or rods and
physically  pushed  into  the   substrate  to  a

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                                                                 MACROINVERTEBRATE GRABS
predetermined   depth.  Grabs  with  spring-
activated  closing  devices  include the Ekman,
Shipek,  and  Smith-Mclntyre;   gravity-closing
grabs include the Petersen,* Ponar, and Orange
Peel. Excellent descriptions of these devices are
given in Standard Methods (2) Welch (57). Grabs
are useful  for  sampling at all depths in lakes,
estuaries,  and rivers in substrates ranging from
soft muds through  gravel.
  In  addition to the  previously  discussed
problems  related to the patchy  distribution of
organisms in nature, the  number and kinds of
organisms collected by a particular grab may be
affected by:

  • depth of penetration
  • angle of closure
  • completeness of closure of the jaws and loss
    of sample material during retrieval
  • creation of a "shock" wave and consequent
    "wash-out" of near-surface organisms
  • stability  of  sampler at   the  high-flow
    velocities often encountered in rivers.

  Depth of penetration is a very serious problem
and  depends on   the  weight  of sampler as
opposed  to  the  particle  size  and  degree of
compaction  of the  bottom  sediments.  The
Ekman grab is light in weight and most useful
for  sampling soft, finely  divided  substrates
composed of varying proportions of  fine sand,
clay,  slit,  pulpy  peat, and  muck.  For  clay
hardpan and coarse substrates,  such  as  coarse
sands and gravels,  the heavier  grabs such as the
orange peel or clam shell types (Ponar, Petersen,
Smith-Mclntyre)  are  more   satisfactory.
Auxiliary  weights may  be  added to aid penetra-
tion  of the  substrate  and to add stability in
heavy currents and rough waters.
  Because  of differences  in the  depth of pene-
tration and the angle  of  "bite" upon closure,
data from the different grabs are not compar-
able.  The Ekman  essentially encloses a square,
which  is  equal in  area  from  the surface to

 *Forest Modification of the Petersen grab described in Welch
(57).
maximum depth of penetration before closure.
In soft substrates, for  which this  grab is best
suited,  the  penetration is quite  deep and  the
angular closure  of the spring-loaded  jaws  has
very little  effect  on  the  volume  of  sample
collected. In essence this means that if the depth
of penetration is 15 cm, the organisms lying at
that depth  have the same opportunity to  be
sampled as those lying near the surface.
  In clam-shell type grabs, such as the Petersen,
Ponar, Shipek, and Smith-Mclntyre, the original
penetration  is often quite shallow:  because of
the sharp angle of "bite" upon closure, the area
enclosed  by the jaws  decreases at  increasing
depths  of  substrate  penetration.  Therefore,
within  the  enclosed area, organisms  found at
greater depths do not have an equal opportunity
to be sampled as in the case of the Ekman grab
and  other sampling  methods described in  the
next section. This problem is particularly true of
the Shipek sampler — the jaws do not penetrate
the substrate before  closure and, in profile, the
sample is essentially one-half of a cylinder.
  Probably  one of the  most frustrating aspects
of  sampling macroinvertebrates with various
types of grabs relates to the problem of incom-
plete closure of the jaws.  Any object — such as
clumps  of vegetation, woody debris, and gravel
— that  cannot be sheared by the closing action
of the jaws often prevents complete closure. In
the order of their decreasing  ability  to shear
obstructing materials, the common grabs may be
ranked:  Shipek,  Smith-Mclntyre, Orange Peel,
Ponar, Petersen, and Ekman. If the Ekman is
filled to within more  than  5  cm  of the top,
there may  be loss  of  substrate  material on
retrieval (16). An advantage of the  Ekman grab
is that the  surface of the sediment can  be
examined upon retrieval, and only those samples
in which the sediment surface is  undisturbed
should be retained.
  All grabs  and corers  produce a "shock" wave
as they descend. This disturbance can affect the
efficiency of a sampler by causing an outward
wash (blow-out) of flocculent materials near the
mud —water  interface  that  may  result  in

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BIOLOGICAL METHODS
inadequate sampling  of near-surface organisms
such  as  phantom  midge  larvae, and some
chironomid  midges.  The  shock wave of the
Ekman grab is minimized by the use of hinged,
freely-opening top flaps. The  Ponar  grab  is a
modified  Petersen with side  curtains and  a
screen  on the top. The screen allows  water to
pass and undoubtedly reduces  the shock wave;
however,  divers  have observed blow-out with
this device (16).
  Grab-collected  samples  provide  a  very
imprecise  estimate of the numbers of individuals
and numbers of taxa of aquatic macroinverte-
brates. A summary of data from various sources
shows that the mean  coefficient of variation (C)
for numbers of individuals  collected by Ponar,
Petersen, and Ekman  grabs was 46, 48, and 50
percent, respectively  (Table 3). In most of the
studies on which the  calculations in Table 3 are
based, the level of replication ranged from three
to six samples. Estimations of number of  taxa
are more  precise:  for  Ponar, Petersen,  and
Ekman grabs, the mean calculated C was 28, 36,
and 46 percent respectively (Table 3).
  On the basis of the  calculations in  Table 4,
there appear to be no  consistent differences in
the precision of estimates collected by Ekman,
Ponar, and Petersen grabs in mud or sand sub-
strates. The poor closure ability of the Ekman in
coarse substrates such as gravel is demonstrated
by the large C values for the Ekman as compared
with values for the Petersen and Ponar in gravel
substrates.
  Another way of demonstrating the reliability
of  grab  sample  estimates  of  macrobenthos
standing  crop is to calculate, at a given proba-
bility level, the  range of values  around the
sample mean in which the true mean should lie
if  a given number of replicate  samples were
collected. From the data shown in Table 3 for
the Petersen, Ponar, and Ekman grabs in various
types of  substrate, coefficients of variation near
50  percent for numbers of individuals and 35
percent for numbers of taxa should be  expected
with  3 to 6  replicates. With the use of these
expected values, the  true mean for numbers of
individuals and number of taxa of macroinverte-
brates should lie within  plus or minus 36 percent
      TABLE 3.  MEAN AND MODAL VALUES FOR COEFFICIENTS OF VARIATION*
    (EXPRESSED AS PERCENTAGE) FOR NUMBERS OF INDIVIDUALS AND NUMBERS
       OF TAXA OF MACROINVERTEBRATES COLLECTED BY VARIOUS DEVICES
Sampling
device
Rock-filled
barbeque
basket
Ponar
Petersen
Ekman
Surber
Corert
Stovepipe
Individuals
Mean
32
46
48
50
50
50
56
Modef
21-30
41-50
51-60
41-50
41-50

31-40
Taxa
Mean
20
28
36
46


38
Modef
11-20
11-20
21-30
31-40


21-30
Remarks
22 sets of samples with 4-6 reps, per set (52) and
2 sets of samples having 15 and 16 reps. (13).
12 sets of samples with 3-12reps. per set(16, 31).
21 sets of samples with 3-6 reps, per set (31, 53,
54).
27 sets of samples with 3-12 reps, per set (8, 16, 31,
45, 53).
60 sets of samples having 6 reps, per set (20).
7 sets of samples having 10 reps, per set (8).
32 sets of samples having 3-4 reps, per set (53).
     *Coefficient of variation = (standard deviation x 100)/mean.
     t Frequency distribution based on 10% increments.
     JQligochaetes only.

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                                          MACROINVERTEBRATE SIEVING AND CORING DEVICES
and 25 percent, respectively, of the sample mean
at a 95 percent probability level, if 10 replicates
were collected. (See Biometrics Section.)
  Precision  would, of course,  be increased if
additional  samples were  collected,  or if the
sampling method were more precise.
  Since  the  assumptions necessary  for  the
statistical calculations shown  in Tables 3 and 4
are not  likely met in the  data  of different
investigators collected  from different habitats,
the above  calculations only  provide  a gross
approximation of the precision  to be expected.
They  do, however, serve to emphasize  the very
imprecise nature  of grab  sample data  and the
resultant need  for  careful stratification of the
type of  the habitat sampled  and sample repli-
cation.
    TABLE 4.  MEAN COEFFICIENTS OF
VARIATION (EXPRESSED AS PERCENTAGE)
   FOR NUMBERS OF INDIVIDUALS AND
 NUMBERS OF TAXA OF MACROINVERTE-
    BRATES COLLECTED IN DIFFERENT
   SUBSTRATES BY GRAB-TYPE DEVICES
          AND A CORER DEVICE*
Sampling
device
Ekman
Petersen
Ponar
Corerf
Substrate
Mud
Ind.
49
41
46
50
Taxa
40
29
25

Sand
Ind.
41
50
38

Taxa
21
41
33

Gravel
Ind.
106
49
48

Taxa
74
20
19

Calculated from data in references (8, 16, 31, 45, 53, 54).
fOligochaetes only.
3.3.2 Sieving devices
  For quantitative  sampling, the  well-known
Surber square-foot sampler (2, 57)  is the most
commonly used sieving device. This device can
be used only in flowing water having depths not
greater than  18  inches and preferably less than
12 inches. It is commonly used for sampling the
rubble and  gravel riffles of small streams  and
may be used in pools where the water depth is
not too great.
  When using a sieving-type device for quantita-
tive estimates, reliability may be affected by:

  • adequacy  of seating of the frame on the
    substrate
  • backwash  resulting from resistance of the
    net to water flow - at high velocity of flow
    this may be significant
  • care used  in recovering the organisms from
    the substrate materials
  • depth to which the substrate is worked
  • drift of organisms from areas upstream of
    the sample site

  To  reduce the possibility  of bias resulting
from  upstream  disturbance of the substrate,
always stand on the downstream side of a sieving
device  and  take  replicates in an upstream or
lateral  direction.  Never start  in  the  upstream
portion of a pool or riffle and  work in a down-
stream direction.
  The  precision  of estimates of standing crops
of  macrobenthos  obtained with Surber-type
sieving devices varies widely and depends  on a
number of factors including the uniformity of
substrate and distribution of organisms therein,
the care used in  collecting samples, and level of
sample reph'cation.
  For  a large series  of Surber samples from
southeastern U. S. trout streams, the coefficient
of  variation  (C) ranged from 11  percent to
greater than 100 percent (Table 3).  The mean
value of C was near 50 percent, and more than
one-half of the C values fell between 30 and 50
percent. These values are similar to the 20 to 50
percent reported by  Allen  (1) and for those
discussed above for grab sample data.

3.3.3   Coring devices
  Included  in  this  category  are single-  and
multiple-head  coring devices, tubular inverting
devices, and open-ended stovepipe-type devices.
  Coring  devices  are  described in  Standard
Methods (2) and Welch (57). Corers can be used
at  various  depths  in  any substrate that  is
sufficiently  compacted so  that the sample  is
retained;  however,  they are  best  suited for
sampling  the   relatively  homogeneous   soft
sediments  of  the  deeper  portions  of  lakes.

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BIOLOGICAL METHODS
Because of  the  small area sampled, data from
coring devices  are likely  to  provide very
imprecise  estimates  of  the  standing  crop of
macrobenthos. As the data in Table 3 illustrate,
the variability  in numbers of oligochaetes  (a
dominant  component of the fauna  studied)
collected in corers is similar to that for grab-type
devices; however, the corer data were calculated
from  two  to  three  times as many  replicate
samples and were  collected from a relatively
homogeneous substrate.
  Such additional  replication with  corers  is
feasible because of the small amount of material
per  sample that  must  be  handled  in the
laboratory. Multiple-head  corers have been used
in an attempt to reduce the field sampling effort
that must be expended to collect large series of
core samples (19).
  The  Dendy inverting sampler (57) is a highly
efficient coring-type  device used for sampling at
depths  to 2 or 3 meters in nonvegetated sub-
strates ranging  from  soft muds through coarse
sand. Because of the small surface area sampled,
data obtained by this sampler suffer from the
same lack of precision (51) as the coring devices
described above. Since the per-sample processing
time is reduced, as with the corers, large series of
replicates  can be collected. The Dendy sampler
is highly recommended for use in habitats for
which it is suitable.
  Stovepipe-type devices include the  Wilding
sampler (2,  57) and any tubular material such as
60  to  75  cm  sections of  standard  17-cm-
diameter stovepipe  (51) or 75 cm sections of
30-cm-diameter  aluminum irrigation pipe fitted
with handles. In use,  the irrigation pipe or com-
mercial stovepipe is manually  forced  into the
substrate,  after which the contained vegetation
and coarse  substrate materials are removed by
hand.  The  remaining materials are repeatedly
stirred  into suspension,  removed with a long-
handled dipper, and poured through a wooden-
framed floating sieve. Because  of the laborious
and repetitive  process of stirring, dipping, and
sieving  large volumes of material, the collection
of a sample often requires 20 to 30 minutes.
  The use of stovepipe samplers is limited  to
standing  or slowly  moving  waters  having  a
maximum  depth of less than  60 cm.  Since
problems relating to depth of sediment penetra-
tion, changes in cross-sectional area with depth
of penetration, and escapement of organisms are
circumvented  by stovepipe samplers, they are
recommended for quantitative sampling in all
shallow water benthic habitats. They probably
represent  the  only quantitative device suitable
for sampling shallow-water habitats containing
stands  of rooted vascular plants and will collect
organisms inhabiting the vegetative substrates as
well as those  living in sediments. The  coef-
ficients of variation for the stovepipe samples in
Table 3 are comparable to the coefficients for
grab samples, although the stovepipe samples
were collected in heavily vegetated and  conse-
quently highly variable habitats.

3.3.4  Artificial substrates
  The  basic multiple-plate  sampler  (23) and
rock-filled  basket  sampler  (21)  have  been
modified by numerous workers (17, 40) and are
widely used for investigating the macroinverte-
brate  community.  Both samplers may be
suspended from  a  surface  float  or  may be
modified  for use in shallow streams by placing
them on  a  rod that is driven into the stream
bottom or anchored in a piece of concrete (24).
  A multiple-plate  sampler  similar  to  that
described  by Fullner (17), except with circular
plates  and spacers, is recommended for use by
EPA biologists.  This sampler is constructed  of
0.3-cm  tempered hardboard cut into 7.5-cm
diameter  circular plates   and  2.5-cm circular
spacers. A total of 14 plates and 24 spacers are
required for each sampler.  The hardboard plates
and  spacers  are  placed  on a Mi-inch (0.625 cm)
eyebolt so that ihere are eight single spaces, one
double  space,  two  triple  spaces,  and  two
quadruple  spaces  between the  plates.   This
sampler has an effective surface area (excluding
the bolt) of 0.13 square meter and conveniently
fits into  a wide-mouth glass or plastic jar for
shipment  and  storage.   Caution should be
exercised  in the reuse of samplers that may have
been subjected to contamination by  toxicants,
oils, etc.
  The  rock basket sampler is a highly effective
device for  studying the  macroinvertebrate
community. A cylindrical, chromeplated basket
                                             10

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                                MACROINVERTEBRATE ARTIFICIAL SUBSTRATES AND DRIFT NETS
(2) or comparable enclosure filled with 30, 5 to
8-cm-diameter  rocks  or rock-like  material  is
recommended for use by EPA biologists.
  To reduce  the  number  of organisms  that
escape when  the  samplers are retrieved, the
multiple-plate sampler and the rock-filled basket
sampler should be  enclosed by a  dip  net  con-
structed of 30-mesh or finer grit bolting cloth.
  Artificial substrate samplers, to a great extent,
depend  on chance  colonization by  drifting or
swimming organisms;  and,  thus,  the  time of
exposure may be critical to the development of
a relatively abundant and diverse community of
organisms. Adequate data are currently unavail-
able  to determine the optimum exposure period,
which is likely to  differ in  different bodies of
water and at different times of the  year.  Until
more data  become available, adoption  of a
6-week  exposure  period  (2)  is  provisionally
recommended as standard. If study time limita-
tions reduce  this   period,  the  data must be
evaluated with caution and, in no case, should
data  be compared  from samplers exposed for
different time periods (43).
  In deeper waters, artificial substrate  samplers
should be suspended from floats and should be
well  up in the photic zone so that periphytic
growths  can  develop  and  provide food  for
grazing forms of macroinvertebrates.  Unless the
water  is  exceptionally turbid,  a  1.2-meter
(4-foot) depth is recommended as standard. If
the  water  is  less  than 2.5  meters  deep, the
sampler should be  suspended from a float  half-
way  between the water surface and  the stream
bed.
  In  some  situations,   artificial substrate
methods are  the  best means  of  conducting
quantitative studies of the ability of an aquatic
environment to support a diverse assemblage of
macroinvertebrate organisms. Advantages of the
method are:

  •  The confounding effects of substrate differ-
     ences are reduced.
  •  A higher level  of precision is obtained  than
     with other sampling devices (Table 3).
  •  Quantitatively  comparable data  can be
     obtained in environments from  which it is
    virtually impossible to obtain samples  with
     conventional devices.
  • Samples usually contain negligible amounts
    of  extraneous material,  permitting quick
    laboratory processing.

Limitations  of artificial substrate samplers are:

  • The need for a long exposure period makes
    the samplers unsuited for short-term survey
    studies.
  • Samplers and floats are sometimes difficult
    to  anchor  in  place and may  present a
    navigation hazard.
  • Samplers  are vulnerable to vandalism and
    are often lost.
  • Samplers  provide no  measure  of  the
    condition of  the  natural  substrate at a
    station  or of the effect of pollution on that
    substrate, including settled solids.
  • Samplers  only  record  the community that
    develops during  the sampling period, thus
    reducing the value of the collected fauna as
    indicators of prior conditions.

  Two other objections  often made to the  use
of artificial  substrate samplers are that they are
selective to  certain types of fauna and the data
obtained do not provide a  valid measure of the
productivity of  a  particular  environment. The
validity of the latter objection depends on study
objectives and may be of minor consequence in
many pollution-oriented studies. The selectivity
of artificial  substrate samplers is a trival objec-
tion,  since  all currently available  devices  are
selective.  The  selectivity  of  conventional
sampling devices other than artificial substrates
is directed toward those organisms that inhabit
the types of substrate or substrates for which a
particular type of sampler is designed.


3.3.5  Drift nets
  Nets having a  1 5 by 30-cm upstream opening
and  a  bag  length  of  1.3  m  (No. 40 mesh
netting)  are  recommended  for  small,  swift
streams.  In  large, deep rivers  with a current of
approximately 0.03 meters per second  (mps),
nets having  an opening of 0.093 m2 are  recom-
mended  (2). Anchor the nets in flowing water
(current  not less than 0.015 mps) for from 1 to
24 hours, depending on the  density of bottom
                                             11

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BIOLOGICAL METHODS
fauna and hydrologic conditions. Place the top
of the nets just below the surface of the water to
permit calculation of the flow through the nets
and  to  lessen  the  chance  for  collection  of
floating  terrestrial insects. Do not permit the
nets to touch bottom. In large rivers, maximum
catches are obtained 0.3 to 0.6 meter above the
bottom  in the shoreline zone  at  depths not
exceeding 3 meters.
  Drift  nets  are  useful  for collecting macro-
invertebrates that migrate or  are dislodged from
the substrate; they  are particularly  well-suited
for synoptic surveys  because they  are  light-
weight and easily  transported. Thousands  of
organisms  —  including  larvae of  stoneflies,
mayflies,  caddisflies, and  midges  and  other
Diptera,  may be collected in a sampling period
of only  a few hours. Maximum drift  intensity
occurs between sunset and midnight (55). Elliot
(14) presents an excellent synopsis of drift net
methodology.
             i
3.3.6 Pho tography
  The use of photography is mainly limited  to
environments that have suitably clear water and
are inhabited  by sessile animals and rooted
plants. Many estuarine  habitats,  such as those
containing corals, sponges,  and attached algal
forms, fall in  this category and can be photo-
graphed  before, during, and  after the introduc-
tion of stress. The technique has been used with
success  in south Florida to  evaluate  changes
brought  about  by  the introduction of heated
effluents.
  The  technique  for  horizontal  underwater
photos using scuba gear involves placing a photo-
graphically identifiable marker in the habitat  to
be  photographed and  an   additional nearby
marker on which  the camera is placed each time
a photograph is taken. By this means, identical
areas can be  photographed repeatedly over a
period of time to evaluate  on-site  changes  in
sessile  forms  at  both  affected  and  control
stations.  Vertical,  overhead  photos may also  be
taken under suitable conditions.

3.3.7 Qualitative devices
  The investigator  has  an unlimited choice  of
gear for  collecting qualitative samples. Any  of
the qualitative devices discussed previously, plus
hand-held screens, dip  nets, rakes, tongs, post
hole diggers,  bare  hands, and forceps can  be
used. For  deep-water collecting,  some of the
conventional grabs described earlier are normally
required. In water less than  2 meters deep, a
variety  of  gear  may  be used for sampling the
sediments including  long-handled  dip nets and
post-hole  diggers.  Collections from vascular
plants and  filamentous algae may be made with
a dip net, common garden rake, potato fork, or
oyster   tongs.  Collections  from floating  debris
and  rocks may be made by hand, using forceps
to catch the smaller organisms.
   In shallow streams, short sections of common
window screen  may  be fastened  between two
poles and  held  in place  at right  angles to the
water flow  to collect organisms dislodged from
upstream materials that have been agitated.

4.0  SAMPLE PROCESSING

4.1  Sieving
   Samples  collected  with grabs, tubular devices,
and  artificial substrates contain varying amounts
of finely divided  materials such as  completely
decomposed organic material, silts,  clays,  and
fine sand.  To reduce  sample  volume  and
expedite sample processing  in the  laboratory,
these fines  should be removed by  passing the
sample  through a  U. S.  Standard No. 30 sieve.
Sieves  may  range  from  commercially con-
structed models to  homemade sieves framed
with wood  or metal.  Floating  sieves with
wooden frames reduce  the danger of accidental
loss  of both sieve and sample when working over
the side of  a boat in deeper waters. A good sieve
contains no cracks  or  crevices in which small
organisms can become lodged.
   If at  all possible, sieving should be done in the
field immediately after sample  collection  and
while  the   captured  organisms are  alive. Once
preserved,  many organisms become quite  fragile
and if subjected to sieving will be broken up and
lost or rendered unidentifiable.
   Sieving  may be   accomplished  by one of
several  techniques depending upon the reference
of the individual biologist. In one technique, the
sample is  placed  directly into a sieve and the
                                             12

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                                                    MACROINVERTEBRATE SAMPLE PROCESSING
sieve  is then partially submerged in water and
agitated  until  all fine materials  have  passed
through. The sieve is agitated preferably in a tub
of water.
  A variation of this technique is to place the
original sample in a bucket or tub, add screened
water, stir, and pour  the slurry through a U.  S.
Standard No. 30 sieve. Only a moderate amount
of agitation is then required to completely clean
the sample. Since this method requires consider-
ably less effort, most biologists probably prefer
it.
  In both of the above methods, remove all the
larger pieces  of debris and rocks from samples
collected, clean carefuly, and discard before the
sample is stirred or agitated.
  The artificial substrate samplers are placed  in
a  bucket  or  tub of screened  water and are
dismantled. Each individual  piece of substrate
material is shaken and then cleaned gently under
water with a soft  brush  (a soft grade of tooth-
brush is  excellent), examined visually, and laid
aside. The water in the  bucket or tub is  then
poured through a U. S. Standard No. 30 sieve  to
remove the fines.

4.2  Preservation
  Fill sample  containers  no more than one-half
full of sample material (exclusive of the preserv-
ative). Supplemental sample containers are  used
for samples  with large  volumes  of material.
Obtain  ample  numbers  and kinds  of sample
containers before the collection trip: allow two
or  three  1-liter containers per grab  sample, a
1-liter container  for  most artificial substrate
samples,  and  16-dram screw-cap vials for miscel-
laneous collections.
  Preserve the  sample in 70 percent ethanol.  A
70 percent ethanol solution is approximated by
filling  the one-half-full bottle,  containing the
sample and a small amount of rinse water,  with
95 percent ethanol. Do not use formalin.

4.3  Labelling
  Make sample labels of water-resistant paper
and place inside the sample container. Write all
information on the label  with a soft-lead  pencil.
Where the volume of sample is so great  that
several  containers are  needed,  additional
external  labels  with  the  log  number  and
notations such as 1 of 2, 2 of 2, are helpful for
identifying sample containers in the laboratory.
  Minimum information required on the sample
label  is  a sample identification (log) number.
The log number identifies the sample in a bound
ledger where the name of water body, station
number,  date,  sampling device used,  name  of
sample   collector,  substrate characteristics,
depth, and other environmental information are
placed.


4.4  Sorting and Subsampling
  For quantitative studies, sort  and pick  all
samples by hand in the laboratory using a low-
power    scanning  lens.  To  pick  organisms
efficiently and  accurately,  add only very small
amounts  of detritus  (no more than a heaping
tablespoon full) to standard-sized (25 X 40 X 5
cm),  white enamel  pans filled approximately
one-third  full of water. Small insects and worms
will float  free of  most debris when ethanol-
-preserved samples are transferred  to the water-
filled pan.
  Analysis  time  for  samples  containing
excessively large  numbers of organisms can  be
substantially  reduced if the samples are  sub-
divided  before sorting. The sample is thoroughly
mixed and distributed evenly over the bottom of
a shallow tray. A divider, delineating one-quarter
sections, is placed in a tray, and  two opposite
quarters are sorted. The two remaining quarters
are combined and sorted for future reference or
discarded (57).  The aliquot to be sorted must be
no  smaller than  one-quarter  of  the  original
sample; otherwise considerable  error may result
in estimating the total numbers of oligochaetes
or other organisms that tend to  clump. The same
procedure  may  be  followed for  individual
taxonomic groups, such as midges and worms,
that may be present in large numbers.
  Numerous techniques other than hand-picking
have  been proposed to  recover organisms from
the sample, including sugar solutions,  salt solu-
tions, stains, electricity for unpreserved samples
in the field,  bubbling air through sample in a
tube, etc.  The  efficacy of these  techniques is
affected  both by the characteristics of the sub-
strate material and the  types of organisms. No
                                             13

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BIOLOGICAL METHODS
technique, or combination  of techniques, will
completely  sort  out  or make  more readily
discernible all types of organisms from all types
of  substrate  material.  In  the  end,  the total
sample  must  be  examined.  If technicians  are
routinely  conducting  the  picking  operation,
these techniques may lead  to  overconfidence
and careless examination of the remainder of the
sample. If used with proper care, such aids are
not objectionable; however,  they are not recom-
mended as standard techniques.

  As organisms are picked from the debris, they
should  be  sorted into major categories (i.e.,
insect orders, molluscs, worms, etc.) and  placed
into vials containing 70 percent ethanol. All vials
from a sample should be labeled internally with
the picker's name and the lot number  and kept
as a unit in a  suitable container until  the
organisms are identified  and enumerated, and
the  data  are recorded on the bench sheets. A
typical  laboratory bench  sheet  for fresh-water
samples is shown in the Appendix.


4.5  Identification
  The  taxonomic level to  which animals  are
identified depends on the needs, experience, and
available  resources.  However, the  taxonomic
level to which identifications are carried in each
major group should be constant  throughout a
given study.  The accuracy of identification will
depend greatly on the availability of taxonomic
literature.  A   laboratory  library   of  basic
taxonomic references is essential. Many  of the
basic references  that should  be  available in a
tenthos laboratory are listed at  the end of the
chapter.

  For comparative purposes and quality control
checks, store identified specimens  in a  reference
collection.  Most identifications  to order and
family  can be  made under  a stereoscopic
microscope  (up to SOX magnification). Identifi-
cation to genus and species often requires a com-
pound  microscope,  preferably  equipped with
phase contrast (10, 45, and  100X  objectives) or
Nomarski (interference phase) optics.

  To make  species  identifications, it is often
necessary to mount the entire organism or parts
thereof on glass slides for examination at high
magnification.  Small  whole  insects  or parts
thereof may  be slide-mounted  directly from
water or 70 percent ethanol preservative if CMC
mounting  media  is used.  Label the  slides
immediately  with the sample log  number and
the name  of the structure mounted.  Euparol
mounting medium may  be preferable  to CMC
for mounts to be kept in  a reference collection.
Place  specimens  to be mounted in Euparol in
95 percent ethanol before  mounting.

  To  clear opaque tissue,  heat (do not boil) in a
small  crucible (5-ml capacity) containing 5 to 10
percent  KOH solution   (by  weight)  until it
becomes transparent.  The tissue  can be checked
periodically under a stereoscopic microscope to
determine if it is sufficiently cleared. Then trans-
fer the tissue stepwise to  distilled water and  95
percent ethanol for  1 minute each and mount
with   CMC  or  Euparol.  Several  different
structures can be heated simultaneously, but do
not reuse the KOH solution.

  The above methods work well for clearing and
mounting midges, parts of caddisflies,  mayflies,
stoneflies,  other  insects,  crustaceans, and
molluscs; however, worms,  leeches, and turbel-
larians require more specialized treatment before
mounting (10, 47).

  Larval insects often comprise the majority of
macroinvertebrates  collected  in  artificial
substrate  samplers and  bottom  samples.  In
certain cases, identifications  are facilitated if
exuviae, pupae, and adults are available. Collect
exuviae of insects with drift nets or by skimming
the water's surface with a small dip net near the
shore. Obtain adults  with sweep nets and tent
traps  in the field or rear larvae to maturity in the
laboratory.

  The  life history stages  of  an  insect can  be
positively associated only if specimens are reared
individually. Rear small larvae individually in 6-
to  12-dram vials half filled with stream water
and aerated with the use of a fine-drawn glass
tubing. Mass  rearing  can  be carried out  by
placing the larvae with  sticks and rocks in an
aerated aquarium. Use a  magnetic  stirrer inside
of the aquarium (41) to provide a current.
                                              14

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                                                     MACROINVERTEBRATE DATA EVALUATION
4.6  Biomass
  Macroinvertebrate  biomass  (weight  of
organisms per unit area) is a useful quantitative
estimation of standing crop. To  determine wet
weights, soak the organisms in distilled water for
30 minutes, centrifuge for 1  minute at 140 gin
wire mesh cones, and weigh to the nearest 0.1
mg. Wet weight,  however, is not recommended
as a useful parameter unless, by a determination
of suitable conversion factors, it can be equated
to dry weight.
  To  obtain dry weight, oven dry the organisms
to a  constant wfight at  105°C for 4 hours or
vacuum dry at 105°C for 15 to 30 minutes at
1/2 atmosphere. Cool to room temperature in a
desiccator and weigh. Freeze drying (-55°C, 10
to 30  microns pressure) has advantages ovei oven
drying because the organisms remain intact for
further identification and reference, preservatives
are not  needed, and cooling the material in
desiccators after drying  is  not  required.  The
main  disadvantage of freeze drying is  the length
of time (usually  24 hours) required for drying to
a constant weight.
  To  completely incinerate the organic material,
ash at  550°C  for  1 hour.  Cool the ash to
ambient  temperature in a desiccator and weigh.
Express the biomass as ash-free dry weight.

5.0  DATA EVALUATION

5.1  Quantitative Data

5.1.1  Reporting units
Data  from quantitative samples may be used to
obtain:

  • total sunding crop of  individuals,  or
    biomass,  or both  per  unit  area or unit
    volume or sample unit, and
  • numbers or biomass, or both, of individual
    taxa per unit area or unit volume or sample
    unit.
  Data  from quantitative  samples may also be
evaluated  in the  same manner as discussed for
qualitative s mples in part 5.2.

  For purposes  of comparison and to provide
data  useful  for determining  production,  a
uniform convention must be established for the
units  of data reported. For this purpose, EPA
biologists  should adhere to the following units:

  • Data  from devices sampling a  unit area of
    bottom  will  be  reported  in  grams  dry
    weight  or ash-free dry  weight per  square
    meter (gm/m2), or numbers of individuals
    per square meter, or both.
  • Data   from  multiplate  samplers will  be
    reported in terms of the total surface area
    of the plates in grams dry weight or ash-free
    dry weight or numbers of individuals per
    square meter, or both.
  • Data  from rock-filled basket samplers  will
    be reported as grams dry weight or numbers
    of individuals per sampler, or both.

5.7.2  Standing  crop and  taxonomic composi-
       tion
  Standing crop and numbers of taxa in a com-
munity  are highly sensitive to  environmental
perturbations resulting from the introduction of
contaminants.  These  parameters,   particularly
standing  crop, may  vary  considerably  in
unpolluted habitats, where they may range from
the typically high standing crop of littoral zones
of glacial  lakes to the  sparse fauna of torrential
soft-water  streams. Thus,  it is important that
comparisons are made only between truly com-
parable  environments.  Typical responses  of
standing crop or taxa to various types of stress
are:
     Stress
Standing crop
 (numbers or
  biomass)
Number of
  taxa
Toxic substance	Reduce .
Severe temperature
 alterations	Variable

Silt	Reduce .

Inorganic nutrients  	Increase .
Organic nutrients
 (high O2 demand)	Increase
Sludge deposits
 (non-toxic)	Increase
                 Reduce

                 Reduce
                 Reduce
                 Variable -
                  often no
                  detect-
                  able
                  change

                 Reduce

                 Reduce
                                              15

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BIOLOGICAL METHODS
Organic nutrients  and sludge  deposits are fre-
quently associated. The responses shown are by
no means simple or fixed and may vary depend-
ing on a number of factors including:

  • a combination of stresses acting together or
    in opposition,
  • indirect  effects,  such  as  for  example the
    destruction of highly productive vegetative
    substrate by temperature alterations, sludge
    deposits, turbidity, chemical weed control,
  • the physical characteristics of the stressed
    environment, particularly in relation to sub-
    strate and current velocity.

  Data  on standing crop and  numbers of taxa
may  be  presented  in simple  tabular form or
pictorially  with   bar  and  line  graphs,  pie
diagrams, and histograms. Whatever the method
of presentation, the number of replicates and
the sampling variability must  be shown in the
tables or  graphs.  Sampling variability  may be
shown as a range  of values or as a calculated
standard  deviation, as discussed in  the
Biometrics Section of this manual.
  Data on standing crop and number of taxa are
amenable  to  simple  but  powerful statistical
techniques of evaluation. Under grossly stressed
situations,  such analyses may be  unnecessary;
however, in some  cases, the effects of environ-
mental perturbations  may  be so subtle in com-
parison  with sampling variation that statistical
comparisons are a helpful and necessary tool for
the  evaluative   process.  For this  purpose,
biologists  engaged in studies  of  macroinverte-
brates  should familiarize  themselves  with the
simple  statistical  tools discussed in  the
Biometrics Section of  this manual.

5.1.3 Diversity
  Diversity  indices are an additional  tool for
measuring the  quality of the  environment and
the effect of induced  stress on the structure of a
community  of macroinvertebrates. Their use is
based on the generally observed  phenomenon
that  relatively  undisturbed  environments
support communities having large numbers of
species  with no  individual species present  in
overwhelming abundance. If the species in such
a community are  ranked on the  basis of their
numerical abundance,  there  will  be relatively
few  species  with large numbers of  individuals
and  large numbers of species represented by
only a  few individuals.  Many forms of stress
tend to reduce diversity by making the environ-
ment unsuitable for some species or by giving
other species a competitive advantage.
  The investigator must be aware that there are
naturally  occurring  extreme  environments  in
which  the diversity  of  macroinvertebrate
communities may  be low, as for example the
profundal fauna  of a deep lake  or the black
fly-dominated communities of the high gradient,
bed rock section of a torrential stream. Further-
more,  because   colonization is by  chance,
diversity may be highly variable in a successional
community;  for this reason,  diversity indices
calculated from  the fauna of artificial substrate
samplers must be evaluated with caution. These
confounding factors can be reduced by compar-
ing diversity in similar habitats and by exposing
artificial substrate samplers long  enough for a
relatively  stable, climax community to develop.
  T A-       U    S    S
  Indices, such as -r?>
                              J  S-l    ,
                  -XT- T    XT' and -T	x7 where
                  N  Log N      Log N
S = number of taxa and N = total number of
individuals, are merely additional means of sum-
marizing data on total numbers and total taxa in
a  single numerical  form  for evaluation  and
summarization. They  add no new dimension to
the methods of data  presentation and analyses
discussed  above  and, in addition, are  highly
influenced  by sample size.  Sample size in this
context relates to the total number of organisms
collected (an  uncontrollable  variable in  most
macroinvertebrate  sampling), not to the area or
volume of habitat sampled. Do  not use such
indices for summarizing and evaluating  data on
aquatic macroinvertebrate communities.
  There  are  two  components  of  species
diversity:

  • richness of species
  • distribution  of individuals  among the
    species.

  It is immediately  obvious that  the second
component adds a new dimension that  was not
considered in  the methods for evaluating data
                                             16

-------
                                                    MACROINVERTEBRATE SPECIES DIVERSITY
discussed above. The distribution of individuals
among the species may be readily presented in
frequency distribution  tables or graphs; but for
any  appreciable  number  of  samples,  such
methods of presentation are so voluminous that
they  are virtually impossible to  compare and
interpret.
  Indices  of  diversity  based on information
theory,  as originally proposed by Margalef (39)
and subsequently utilized by numerous workers,
include  both components of species diversity as
enumerated  above. Additionally,  a measure of
the component of diversity due to the distribu-
tion of individuals among the species can readily
be  extracted  from  the  overall index. For
purposes of  uniformity,  the Shannon-Weaver
function  is  provisionally^  recommended for
calculating mean diversity d.
  The machine  formula presented by  Lloyd,
Zar, and Karr (34) is:
      _
      d = -  (N log! o N - 2 ni log! 0 nj)
where  C = 3.321928 (converts base 10 log to
base 2 [bits]); N = total number of individuals;
and ni = total number of individuals in the jth
species. When  their tables (reproduced in Table
5) are used,  the calculations are  simple and
straightforward,  as  shown  by  the following
example:
  Number of individuals
     in each taxa (nj's)
            41
             5
            18
             3
             1
            22
             1
             2
            12
             4
  nj Iog10 nj
(from Table 5)
   66.1241
     3.4949
   22.5949
     1.4314
      .0000
   29.5333
      .0000
      .6021
   12.9502
     2.4082
  Total    109
   139.1391
        N log, o N =  222.0795 (from Table 5)
        I, ni log! o nj  = 139.1391
                   (2220795 _ 139.1391)

        = 0.030476 X 82.9404
        = 2.5

Mean diversity, d, as calculated above is affected
both by richness of species and by the distribu-
tion of individuals among the species and may
range from zero to 3.321928 log N.
  To evaluate the component of diversity due to
the  distribution of individuals  among  the
species,  compare  the_calculated  d with  a
hypothetical maximum d based on  an arbitrarily
selected  distribution.   The  measure  of
redundancy  proposed  byJVIargalef  (39) is based
on  the ratio  between d  and a  hypothetical
maximum computed as though all species were
equally abundant. In nature, equality of species
is  quite unlikely, so  Lloyd and Ghelardi (33)
proposed the term "equitability" and compared
d  with a  maximum based on  the distribution
obtained from MacArthur's (36)  broken  stick
model. The MacArthur model results in a distri-
bution quite frequently observed  in  nature  —
one with a few  relatively  abundant species and
increasing numbers of  species represented  by
only  a few individuals.  Sample  data are  not
expected to conform  to the MacArthur model,
since it is only being used  as a yardstick against
which  the distribution of abundances is being
compared.  Lloyd and Ghelardi (33) devised a
table for determining  equitability by  comparing
the number of species (s) in the sample with the
number of species  expected  (s')  from a com-
munity that conforms to the  MacArthur model.
In the  table (reproduced  as  Table  6 of this
Section), the proposed measure of equitability
is:
where s = number of taxa in the sample, and s' =
the tabulated value.  For  the example given
above (without interpolation in the table):
    Total number of taxa, s  = 10
    Total number of individuals, N =  109
                                       a    u   <-*
                                      =~ ~ Tn = 0.
                                       s   10
                                             17

-------
BIOLOGICAL METHODS
  Equitability  "e," as calculated,  may  range
from  0  to  1 except in the  unusual  situation
where  the distribution  in  the sample  is more
equitable than the distribution resulting from
the MacArthur  model. Such an eventuality  will
result in values of e greater  than  1,  and  this
occasionally occurs in samples containing only a
few  specimens with  several taxa  represented.
The estimate of d and e improves with increased
sample  size, and samples  containing less than
100 specimens should be evaluated with caution,
if at all.

  When  Wilhm (59) evaluated  values calculated
from data that numerous authors had  collected
from  a  variety  of polluted  and  unpolluted
waters, he found that in unpolluted waters d  was
generally between 3 and 4, whereas in polluted
water,  d was generally  less than  1. However,
collected data from southeastern U. S. waters by
EPA biologists has shown that where degrada-
tion is at slight to moderate levels, d  lacks the
sensitivity  to  demonstrate differences. Equit-
ability e, on the contrary, has been found to be
very sensitive to even slight levels  of degrada-
tion. Equitability levels below 0.5 have not been
encountered  in southeastern streams known to
be unaffected by oxygen-demanding wastes,  and
in  such streams, e generally ranges between 0.6
and 0.8. Even  slight levels of  degradation have
been found  to reduce equitability below 0.5  and
generally to  a range of 0.0 to 0.3.
  Agency biologists are_encouraged to calculate
both  mean  diversity d  and equitability e  for
samples collected in the course of macroinverte-
brate studies. (If the mean and range  of values
found by different sampling methods and under
varying  levels  and  types of  pollution  are
reported  to the  Biological  Methods  Branch,
these data will be included in tabular form in
future revisions of this Section.)
5.2  Qualitative Data
  As previously defined, qualitative data result
from samples collected in such a manner that no
estimate of numerical abundance or biomass can
be  calculated. The output consists of  a list of
taxa  collected in the  various  habitats of the
environment being  studied.  The  numerous
schemes advanced for the analysis of qualitative
data may be grouped in two categories:

5.2.1 Indicator-organism scheme
  For  this  technique,  individual  taxa  are
classified  on  the basis  of their tolerance  or
intolerance to  various  levels  of  putrescible
wastes (4,  5,  30, 42, 48). Taxa  are  classified
according to their presence  or absence in  dif-
ferent environments as  determined  by  field
studies. Beck (6) reduced data based  on  the
presence or absence of indicator organisms to a
simple numerical form for ease  in presentation.

5.2.2 Reference station methods
    Comparative  or  control station  methods
compare the  qualitative  characteristics of the
fauna in   clean  water   habitats with those of
fauna in habitats subject to stress. Patrick (46)
compared  stations  on the basis of richness of
species and Wurtz (61) used indicator organisms
in comparing stations.
  If adequate background data are  available to
an  experienced investigator, both of these tech-
niques can  prove quite  useful-particularly for
the  purpose of  demonstrating the effects  of
gross to moderate organic contamination on the
macroinvertebrate community. To detect more
subtle changes in  the macroinvertebrate com-
munity, collect quantitative data on numbers or
biomass of organisms. Data on  the  presence of
tolerant  and  intolerant taxa  and  richness  of
species may be effectively summarized  for evalu-
ation and presentation by means of line graphs,
bar graphs, pie diagrams, histograms, or pictoral
diagrams (27).
  The calssification by various authors of repre-
sentative macroinvertebrates according to their
tolerance of organic wastes is presented in Table
7.  In most cases, the taxonomic  nomenclature
used in the table is that of the original authors.
The pollutional  classifications  of the  authors
were arbitrarily  placed  in three categories  —
tolerant, facultative, and intolerant — defined as
follows:

  • Tolerant: Organisms frequently associated
     with  gross  organic  contamination and are
     generally   capable  of  thriving  under
     anaerobic conditions.
                                              18

-------
                                                  MACROINVERTEBRATE INDICATOR ORGANISMS
  • Facultative: Organisms having a wide range
    of  tolerance and frequently are associated
    with moderate levels of organic contamina-
    tion.
  • Intolerant:  Organisms that are not found
    associated with  even moderate  levels of
    organic  contaminants  and  are  generally
    intolerant of even moderate reductions in
    dissolved oxygen.

  When evaluating qualitative data in terms of
material such as that contained in  Table 7, the
investigator should keep in  mind  the pitfalls
mentioned earlier, as well as the following:

  • Since tolerant species may be found in both
    clean and degraded habitats, a simple record
    of their  presence or absence is  of no signifi-
    cance.  Therefore,  the  indicator-organism
    technique can provide positive evidence of
    only  one  condition—clean  water—and this
    only  if  taxa  classified  as  intolerant are
    collected.  An exception  to this rule would
    occur where sensitive species may be totally
absent because  of the discharge of toxic
substances or waste heat.
Because evaluations are based on the mere
presence or absence or organisms, a single
specimen  has as  much  weight  as  a large
population.  Therefore, data for the original
classification and from field studies may be
biassed by the drift of organisms into  the
study area.
The presence or absence of a particular taxa
may depend more on characteristics of the
environment, such as velocity and substrate,
than on the level of degradation  by organic
wastes. This affects both the original place-
ment  of  the  taxa  in  the  classificatory
scheme  and its  presence in study samples.
Technique is totally subjective  and quite
dependent upon the skill and experience of
the individual who makes  the  field collec-
tions. Therefore, results of one investigator
are difficult  to compare  with   those  of
another,  particularly where data are sum-
marized in an index such as that proposed
by Beck (6).
                                              19

-------
BIOLOGICAL METHODS
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BIOLOGICAL METHODS
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                                                                                                   MACROINVERTEBRATE SPECIES DIVERSITY
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BIOLOGICAL METHODS
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                                                                                                       24

-------
                                           MACR01NVERTEBRATE SPECIES EQUITABILITY
   TABLE 6.  THE DIVERSITY OF SPECIES, ^CHARACTERISTIC OF MacARTHUR'S
          MODEL FOR VARIOUS NUMBERS 6p HYPOTHETICAL SPECIES, s'*
s"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
IS
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
d"
0.0000
0.8113
1,2997
1.6556
1.9374
2.1712
2.3714
2.5465
2.7022
2.8425,
2,9701
3.0872
3.1954
3.2960
3.3899
3.4780
3.5611
3.6395
3.7139
3.7846
3.8520
3.9163
3.9779
4.0369
4.0937
4.1482
4.2008
4.2515
4.3004
4.3478
4.3936
4.4381
4.4812
4.5230
4.5637
4.6032
4.6417
4.6792
4.7157
4.7513
4.7861
4.8200
4.8532
4.8856
4.9173
4.9483
4.9787
5.0084
5.0375
5.0661
s'
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
d
5.0941
5.1215
5.1485
5.1749
5.2009
5.2264
5.2515
5.2761
5.3004
5.3242
5.3476
5.3707
5.3934
5.4157
5.4378
5.4594
5.4808
5.5018
5.5226
5.5430
5.5632
5.5830
5.6027
5.6220
5.6411
5.6599
5.6785
5.6969
5.7150
5.7329
5.7506
5.7681
5.7853
5.8024
5.8192
5.8359
5.8524
5.8687
5.8848
5.9007
5.9164
5.9320
5.9474
5.9627
5.9778
5.9927
6.0075
6.0221
6.0366
6.0510
s'
102
104
106
108
110
112
114
116
118
120
122
124
126
128
130
132
134
136
138
140
142
144
146
148
150
152
154
156
. 158
160
162
164
166
168
170
172
174
176
178
180
182
184
186
188
190
192
194
196
198
200
d
6.0792
6.1069
6.1341
6.1608
6.1870
6.2128
6.2380
6..2629
6.2873
6.3113
6.3350
6.3582
6.3811
6.4036
6.4258
6.4476
6.4691
6.4903
6.5112
6.5318
6.5521
6.5721
6.5919
6.6114
6.6306
6.6495
6.6683
6.6867
6.7050
6.7230
6.7408
6.7584
6.7757
6.7929
6.8099
6.8266
6.8432
6.8596
6.8758
6.8918
6.9076
6.9233
6.9388
6.9541
6.9693
6.9843
6.9992
7.0139
7.0284
7.0429
s'
205
210
215
220
225
230
235
240
245
250
255
260
265
270
275
280
285
290
295
300
310
320
330
340
350
360
370
380
390
400
410
420
430
440
450
460
470
480
490
500
550
600
650
700
750
800
850
900
950
1000
d
7.0783
7.1128
7.1466
7.1796
7.2118
7.2434
7.2743
7.3045
7.3341
7.3631
7.3915
7.4194
7.4468
7.4736
7.5000
7.5259
7.5513
7.5763
7.6008
7.6250
7.6721
7.7177
7.7620
7.8049
7.8465
7.8870
7.9264
7.9648
8.0022
8.0386
8.0741
8.1087
8.1426
8.1757
8.2080
8.2396
8.2706
8.3009
8.3305
8.3596
8.4968
8.6220
8.7373
8.8440
8.9434
9.0363
9.1236
9.2060
9.2839
9.3578
"The data in this table are reproduced, with permission, from Lloyd and Ghelardi, Reference 33.
                                      25

-------
BIOLOGICAL METHODS
     TABLE 7.  CLASSIFICATION, BY VARIOUS AUTHORS, OF THE TOLERANCE OF
    VARIOUS MACROINVERTEBRATE TAXA TO DECOMPOSABLE ORGANIC WASTES;
               TOLERANT (T), FACULTATIVE (F), AND INTOLERANT (I)
Macroinvertebrate T
Porifera
Demospongiae
Monaxonida
Spongillidae
Spongi/la fragilis
Bryozoa
F.ctoprocta
Phylactolaemata
Plumatellidae
Plumatella repens
P. princeps var. mucosa 48
P. p. var. mucosa spongiosa
P. p. var. fruticosa 48
P. polymorpha var. repens
Cristatellidae
Cristatella mucedo
Lophopodidae
Lophopodella carteri
Pectinatella magnified
Endoprocta
Urnatelhdae
Urnatella gracilis
Gymnolaemata
Ctcnostomata
Paludicellidae
Paludicella ehrenbergi
Coelenterata
Hydrozoa
Hydroida
Hydridae
Hydra
Clavidae
Cordylophora lacustris
Platyhclminthes
Tutbellaria
Tricladida
Planariidae
Ptonaria
Nematoda
Nematomorpha
Gordioida
Gordiidae
Annelida
Oligochaeta 5,4
Plesiopora
Naididae
Nais
Dero
Ophidonais 60
Stylaria
Tubificidae
Tubifex tubifex 48,42
Tubifex 48,18,60
Limnodrilus hoffmeisteri 48,3,42
L. claparedianus 48
Limnodrilus 48,18,60
Branchiura sowerbyi 42
F




48




51

48



51





48,42



48




42

42

42


48
42


48

48

48
42
48

42







I



42*









48



42
48,42






































Macroinvertebrate T
Prosopora
Lumbriculidae 60
Hirudinea
Rhynchobdelhda
Glossiphoniidae
Glossiphonia complanata 48
Helobdella stagnalis 48,42
H. nepheloidea 48
Placobdella montifera 60
P. rugosa
Placobdella
Piscicolidae
Piscicola punctata
Gnathobdellida
Hirudidae
Macrobdella 28
Pharyngobdellida
Erpobdellidae
Erpobdella punctata 48
Dina parva 48
D. microstoma 48
Dina
Mooreobdella microstoma 42
Hydracarina
Arthropoda
Crustacea
Isopoda
Asellidae
Asellus intermedium
Asellus 60
Lirceus
Amphipoda
Talitridae
Hyallela azteca

H. knickerbockeri 48
Gammandae
Gammarus
Crangonyx pseudogracilis
Decapoda
Palaemonidae
Palaemonetes paludosus

P. exilipes 48
Astacidae
Cambarus striatus 25
C. fodiens 1
C. bartoni bartoni
C. b. cavatus
C. conasaugaensis
C. asperimanus
C. latimanus
C. acuminatus
C. hiwassensis
C. extraneus
C. diogenes diogenes 1
C. cryptodytes^
F









48
42

60








42






48
42
42
4

5,3,
4,42


42
42


5,3,
4




1
1


1





I























5





5,4

















1

1
1

1
1
1

1
*Numbers refer to references enumerated in the "Literature"
 section immediately following this table.
t Albinistic
                                        26

-------
                                              MACROINVERTEBRATE POLLUTION TOLERANCE
                                  TABLE 7. (Continued)
Macroinvertebrate T
C. floridanus
C. carolinus\ 1
C. longulus longirostris
Procambarus raneyi
P. acutus acutus 1
P. paenmsulanus
P. spicu lifer
P. versutus
P. pubescens
P. litosternum
P. enoplosternum
P. angustatus
P. seminolae
P. truculentus% 1
P. advena\ 1
P. pygmaeus% 1
P. pubischelae
P. barbatus
P. howellae
P. troglodytes 1
P. epicyrtus
P. fallax 1
P. chacei
P. lunzi
Orconectes propinquus
O. rusticus
O. juvenilis
O. erichsonianus
Faxonella clypeata
Insecta
Diptera
Chironomidae
Pentaneura inculta
P. carneosa
P. flavifrons 5
P. melanops 44,12
P. americana
Pentaneura
A blabesmyia junta

A. americana
A. illinoense 12
A. mallochi
A. ornata
A. aspera
A. peleensis
A. auriensis
A. rhamphe
A blabesmyia
Procladius culiciformis 60
P. denticulatus 42
Procladius 12

Labrundinia floridana
L. pilosella
L. virescens
Guttipelopia
Conchapelopia
Coelotanypus scapularis
C. concinnus 42

F
1




1


1
1
1
1
1



1
1
1

1

1
1
42
42

1
1



60
60,44




3,4,
42
48,60
44
42


4

42

44,12

4,44,
12



42
42
42
48,60,
44,12
I


1
1


1
1


















1





3,4
60,12


44,12
42,44


5

4
4
4

4

42




4
42
4



44

Macroinvertebrate T
Psilotanypus bellus 42
Tanypus stellatus 44,12
T. carinatus
T. punctipennis
Tanypus
Psectrotanypus dyari 44,12
Psectrotanypus
Larsia lurida
Clinotanypus caliginosus
Clinotanypus
Orthocladius obumbratus
Orthocladius

Nanocladius
Psectrocladius niger
P. julia
Psectrocladius
Metriocnemus lundbecki
Cricotopus bicinctus

C. bicinctus group 42
C. exilis
C. exilis group
C. trifasciatus
C. trifasciatus group
C. politus
C. tricinctus
C. absurdus

Cricotopus
Corynoneura taris
C. scutellata
Corynoneura

Thienemanniella xena
Thienemanniella
Trichocladius robacki
Brillia par
Diamesa nivoriunda

Diamesa
Prodiamesa olivacea
Chironomus attenuatus group 5,4,
42,12
C.riparius 18,44,
12
C. riparius group 42
C. tentans
C. tentans-plumosus 60
C.plumosus 48,18,
60
C. plumosus group 42
C. carus 4
C. crassicaudatus 4
C. stigmaterus 4
C. flavus
C. equisitus
C. fulvipilus 4
C. anthracinus
C. paganus
C. staegeri
F

18,60
42
44,12
44,12
48
44
4

I

5






44,12
4

5,48


42
42





44
42
44
42

44




























60
60



12
60
60,42,
44,12
4,42


4,44
4
3,4,
44,12

12

12

44,12
12
18,44,
12
44
4
44,12
5,42,
12
4,42
4,44
3,4
4
18,42,
44
60
12
44




12

48,12








12
12

jNot usually inhabitant of open water; are burrowers.
                                          27

-------
BIOLOGICAL METHODS
                              TABLE 7.  (Continued)
Macroinvertebrate T
Chironomus 5
Kiefferullus dux 4
Cryptochironomus fulvus 3,4
C. fulvus group
C. digitatus
C. sp. B (Joh.)
C. blarina
C. psittacinus
C. nais
Cryptochironomus 5
Chactolabis atroviridis
C. ochreatus
Endochironomus nigricans
Stenochironomus macateei
S. hilaris
Stictochironomus devinctus
S. varius
Xenochironomus xenolabis
X. rogersi
X. scapula
Pseudochironomus richardson
Pseudochironomus
Parachironomus abortivus group
P. pectinatellae
Cryptotendipes emorsus
Microtendipes pedellus
Microtendipes
Paratendipes albimanus
Tribelos jucundus
T. fuscicornis
Harnischia collator
H. tenuicaudata
Phaenopsectra
Dicrotendipes modestus
D. neomodestus
D. nervosus
D. incurvus 42
D. fumidus
Glyptotendipes senilis
G. paripes 4
G. meridionalis
G. lobiferus 48,4,
42
G. barbipes 42
G. amplus
Glyptotendipes 12
Polypedilum halterale
P. fallax

P. scalaenum 4
P. illinoense

P. tritum
P. simulans
P nubeculosum
P. vibex
Polypedilum
Tanytarsus neoflavellus
T. gracilentus
T. dissimilis
Rheotanytarsus exiguus 5
Rheotanytarsus
F
60


42
48

42

42



4,42





42



42
42
42





42


42
44
42




42



42

42
5,44,
12
42
3,4,
42,44
42
42


48,44
44,12



42
I

44,12
44,12

12
5
12
60


12
12
44,12
42,44
3,4
4,12
44
42

44,12
44,12
12



44,12
12
44,12
12
42

44
42

42,12
12

42,12
42
12

44,12




4,12
4


44,12


12
12
44
12
18
12
42
3,4

Macromvertebrate j
Cladotanytarsus
Micropsectra dives
M deflecta
M. nigripula
Calopsectra gregarius S
Calopsectra
Stempellina johannseni
Culieidae 4
Culex pipiens 1 8,44
A nopheles punctipennis
Chaobondae
Chaoborus punctipennis
Ccratopogonidae 5,4
Palpcmyia tibialis
Palpomyia
Bezzia glabra 44
Stilobezzia antenalis 44
Tipulidac 4
Tipula caloptera
T. abdominalis
Pseudolimnophila luteipennis
Hexatoma
Eriocera
Psychodidae 4
Psychoda alternata 44
P. schizura 44
Psychoda 42
Telmatoscopus albipunctatus 60
Telmatoscopus
Simuhdac 42
Simulium vittatum
S. venustrum
Simulium
Prosimuhum johannseni
Cnephia pecuarum
Stratiomyndac 4
Stratiomys discalis 44
S. meigeni 44
Odontomyia cincta
Tabanidac 4
Tabanus atratus 18
T. stygius
T. benedictus 44
T. giganteus
T. lineola 44
T. variegatus
Tabanus
Syrphidae 4
Syrphus americanus 44
Eristalis bastardi 18,44
E. aenaus 44
E. brousi 44
Eristalis 44
Empididae
Ephydridac
Brachydeutera argentata 44
Anthomyiidac
Lepidoptera
Pyrahdidae
Trichoptera
Hydropsychidae
Hydropsyche orris
F
42
60




44




60,42
42
60
48,60


42




60






44
18,44







44

44
44











42


42

5,4


42
I

12
42
44,12

44,12
12


44

44






44
44
44
44






44
5,4

44
3
44
44








44

44
44















                                      28

-------
           MACROINVERTEBRATE POLLUTION TOLERANCE
TABLE 7. (Continued)
Macromvertebrate T
H. bifida group
H. simulans
H. frisoni
H. incommoda
Hydropsyche
Cheu ma topsyche


Macronemum Carolina
Macronemum
Potamyia flava
Psychomyndae
Psychomyia
Neureclipsis crepuseularis
Polycentropus

Cyrnellus fraternus
Oxyethira
Rhyacophilidae
Rhyacophila
Hydroptihdae
Hydroptila waubesiana
Hydroptila
Ochrotrichia
Agraylea
Leptocendae
Leptocella
A thripsodes
Oecetis
Philopotamidae
Chimarra perigua
Chimarra
Brachycentndae
Brachycentrus
Molannidae
Ephemeroptera
Heptagenudae
Stenonema integrum
S. rubromaculatum
S. fuscum
S. pulchellum
S. ares
S. scitulum
S. femoratum
S. termination
S. interpunctatum
S. i. ohioense
S. i. canadense
S. i. hetero tar sale
S. exiguum
S. smithae
S. proximum
S. tripunctatum
Stenonema
Hexagenndae
ffexagenia limbata
H. billneata
Pentagenia vittgera
Bactidae
Baetis vagans
Callibaetis floridanus 4
Callibaetis
F
42


48

5,18,
3,4,
42


42



42

42









5,4

5,4








32,42


32
32
42
18,42




32







60




18
I

42
42
5,3,4
5,4



5,3,4
42


42
42
5,48,
4

5,4

48

42
5,3,4
42
42
48
42
42


3,4
5,4

4
48



32
32



32
42
32,42
32
32

5,3,4
5,3,4
3
32
32

42
48
42

42


Macromvertebrate T
Caenidae
Caen is dimmuta 4
Caenis
Tricorythidae
Siphlonundae
Isonychia
Plecoptera
Per lid ae
Perlesta placida
A croneuria abnormis
A. arida
Nemouridae
Taeniopteryx mvahs
Allocapnia viviparia
Perlodidae
Isoperla bilineata
Neuroptera
Sisyridae
Climacia areolaris
Megaloptera
Corydalidae
Corydalis cornutus
Sialidae
Sialis inj'urnata
Siatis
Odonata
Calopterygidae
Hetaerina titia
Agnonidae
Argia apicalis
A. translata
Argia
Ischnura verticahs 48
Enallagrna antennatum
E. signatum
Aeshnidae
Anax junius
Gomphidae
Gomphus pallidus
G. plagiatus
G. externm
G. spmiceps
G. vastus
Gomphus
Progomphus
Dromogomphus
Erpetogomphus
Libellulidac
Libellula lydia
Neurocordulia moesta
Plathemis
Macromia
Hemiptera 4
Corixidae
Corixa 1 8
Hesperocorixa 1 8
Gerridae
Gerris 1 8
Belostomatidae
Belostorna 18,3
Hydrometridae
Hydrometra martini 3
F


42
42




18
42



18







42


42




42
42

42
42
42



5,3,4


42
42
5,4

42
42

18
42
42
5,42

42








I


48


42
5,4

3

42

42


42


42


5,3,4

48



4



5,4


48

48


48
48



5,4






4










        29

-------
BIOLOGICAL METHODS
                                 TABLE?.  (Continued)
Macroinvertebrate T
Coleoptera 4§
Elmidae
Stenelmis crenata
S. sexlineata
S. decorata 50
Dubiraphia
Promoresia
Optioservus
Macronychus glabratus
Anacyronyx variegatus
Microcylloepus pusillus
Gonielmis dietrichi
Hydrophilidae
Berosus 42
Tropisternus natator 1 8
T. lateralis 3
T. dorsalis
Dytiscidae
Laccophilus maculosus 1 8
Gyrinidae
Gyrinus floridanus 3
Dineutus americanus 18
Dineutus
Mollusca
Gastropoda
Mesogastropoda
Valvatidae
Valvata tricarinata
V. piscinalis
V. bicarinata
V. b. var. normalis
Viviparidae
Vivaparus contectoides
V. subpurpurea
Campeloma integrum
C. rufum
C. contectus
C. fasciatus
C. dec/sum
C. subsolidum
Campeloma
Lioplax subcarinatus
Pleuroceridae
Pleurocera acuta
P. elevatum
P. e. lewisi
Pleurocera
Goniobasis livescens
G. virginica 28
Goniobasis
Anculosa
Bulimidae
Bulimus tentaculatus
A mnicola emarginata
A. limosa
Somatogyrus subglobosus
Basommatophora
Physidae
Physa Integra 18,28
P. heterostropha 28
F



42,50

42,50

50



50










42




28
28



28
28
28
28
48,28
60


48,28
28
28
28
48,28

28
28

28





28
28
I


18,50
18


50

50
50
50





48










48,28

48
48
48
48

28
48






5,4



48
48
48




Macroinvertebrate T
P. gyrina
P. acuta
P. fontinalis
P. anatina 28
P. halei 28
P. cubensis 28
P. pumilia 3
Physa 5,4
Aplexa hypnorum
Lymnaeidae
Lymnaea ovata 28
L. peregra
L. caperata
L. humilis
L. obrussa
L. polustris
L. auricularia
L. stagnalis
L. s. appressa
Lymnaea 4
Pseudosuccinea columella
Galba catascopium 28
Fossaria modicella 28
Planorbidae
Planorbis carinatus
P. trivolvis 28
P. panus 28
P. corneus
P. marginatus
Planorbis
Segmentina armigera 28
Helisoma anceps
H, trivolvis
Helisoma 3,4
Gyraulus arcticus
Gyraulus
Ancylidae
Ancylus lacustris
A. fluviatilis
Ferrissia fusca
F. tarda
F. rivularis
Ferrissia 5,3,4
Bivalvia
Eulamellibranchia
Margaritiferidae
Margaritifera margaritifera
Unionidae
Unio complanata 28
U. gibbosus 28
U. batavus
U. pictorum
U. tumidus
Lampsilis luteola
L. alata
L. anadontoides
L. gracilis
L. parvus
Lampsilis
Quadrula pustulosa
F
28
28
28





28


28
28
28
28
28
28
28

42
28






28

28
28
28

28
28
28
28
28
28

42





28


28
28
28
28
48

48,42
28,42
I

28
28





28






28

28
28





28


28
28




28
28
28




28


28
28





48


  §Except riffle bettles
                                          30

-------
           MACROINVERTEBRATE POLLUTION TOLERANCE
TABLE 7. (Continued)
Macroinvertebrate T
Q. undulata
Q. rubiginosa
Q. lachrymosa
Q. plicate
Truncilla donadformis
T. elegans
Tritigonia tuberculata
Symphynota costata
Strophitus edentulus
Anodonta grandis
A. imbecillis
A. mutabilis
Alasmodonta costata
Proptera alata
Leptodea fragilis
Amblema undulata
Lasmigona complanata
Obliquaria reflexa
Heterodonta
Corbiculidae
Corbicula manilensis
Sphaeriidae 5,4
Sphaeriu mnotatum 28
S. corneum
S. rhomboideum
S. stria tinum
S. s. var. corpulentum
F
28
28
28
28


28
28
28
28,42
48,28

28


28
28






28
28
28
48
I




48
48





28

42
42


60


42






Macroinvertebrate T
S. s. var. ttlycashense
S. sulcatum
S. stamineum
S. moenanum
S. vivicolum
S. solidulum
Sphaerium
Musculium securis
M. transversum 48,28
M. truncation 48
Musculium 60
Pisidium abditum 28
P. fossarinum
P. pauperculum crystalense
P. amnicum
P. casertanum
P. compressum 48
P. fallax
P. henslorvanum
P. idahoensis 28
P. complanatum 48,28
P. subtruncatum
Pisidium
Dresisseniidae
Mytilopsis leucophaeatus
Mactridae
Rangia cuneata
F
48
28
48,28
28
28

42
28
28
28



48,28
28

28
28
28

48,28
28
48

28

28
I



28
28
28






28

28












        31

-------
BIOLOGICAL METHODS
6.0  LITERATURE CITED

 1. Allen, K. R. 1951. The Horokiwi Stream - a study of a trout population. New Zealand Marine Dept. Fish Bull. #10. 231 pp.

 2. American Public  Health  Association.  1971. Standard methods for  the  examination  of water and  wastewater,  13th  edition.
       American Public Health Association, New York. 874 pp.

 3. Beck, W. M., Jr., Biological parameters in streams. Florida State Board of Health, Gainesville. 13 pp. (Unpublished)

 4. Beck, W. M., Jr., Indicator organism classification. Florida State Board of Health, Gainesville. Mimeo. Kept. 8 pp. (Unpublished)
 5. Beck, W.  M., Jr.  1954. Studies in stream  pollution biology: I. A simplified ecological classification of organisms. J. Fia. Acad.
       Sciences, 17(4):211-227.
 6. Beck, W. J., Jr.  1955. Suggested method for reporting biotic data. Sewage Ind. Wastes, 27(10):! 193-1197.
 7. Brmkhurst,  R.  O.  1963.  Taxanomical  studies   on the  Tubificidae  (Annelida, Ohgochaeta).  Intematl.  Rev. Hydrobiol.,
       (Systematische Beihefle) 2: 1-89.

 8. Brinkhurst,  R. O., K.  E. Chua, and K. Batoosingh. 1969. Modifications in sampling procedures as applied to studies on the  bacteria
       and tubificid oligochaetes inhabiting aquatic sediments. J. Fish. Res. Bd. Canada, 26(10):2581-1593.

 9. Buchanan, T. J., and W. P.  Sommers. 1969. Techniques of water investigations of the United States. Geological Survey.  Chapter
       8A, Discharge Measurements at Gaging Stations, Book 3, Applications of Hydraulics.
10. Carpenter, J. H. 1969. A new killing and fixing technique for small animals. Trans. Amer. Microscop.Soc. 88-450-45 1.
ll.Chutter, F. M. and  R.  G. Noble.  1966. The reliability of  a method of sampling stream invertebrates. Arch. Hydrobiol.,
       62(1):95-103.
12. Curry, L. L. 1962. A survey of environmental requirements for the  midge (Diptera:  Tendipedidae). In:  Biological Problems in
       Water Pollution.  Transactions of Third Seminar, C. M. Tarzwell, ed., USDHEW,  PHS, Robert A. Taft Sanitary Engineering
       Center, Cincinnati.
13. Dickson, K. L., J. Cairns, Jr., and J. C. Arnold. 1971. An evaluation of the use of a basket-type artificial substrate for sampling
       macromvertebrate organisms. Trans. Am. Fish. Soc. 100(3):553-559.
14. Elliott, J. M. 1970. Methods of sampling invertebrate drift in running water. Ann. Limnol. 6(2): 133-159.
15. Elliot, J. M. 1971. Some  methods for the statistical analysis of samples of benthic invertebrates. Freshwater Biological Association,
       U.K. Ferry  House, Ambleside, Westmorland, England. 144 pp.
16. Flannagan,  J.  F.  1970.  Efficiencies of various grabs and  corers in  sampling  freshwater benthos. J.  Fish.  Res. Bd.  Canada,
       27(10):169M700.
17. Fullner,  R. W. 1971. A comparison of macroinvertebrates collected by basket and modified multiple-plate  samplers.  JWPCF,
       43(3):494-499.
18. Gaufin, A. R.,  and C. M.  Tarzwell. 1956. Aquatic macromvertebrate communities as indicators of organic pollution in Lytle Creek.
       Sewage & Ind. Wastes, 28(7)-906-924.
19. Hamilton, A. L., W. Burton, and  J. Flannagan. 1970. A multiple corer for sampling profundal benthos.  J. Pish Res, Bd. Canada,
       27(10):1867-1869.
20. Hassler, W. W., and L. B. Tebo, Jr. 1958. Fish management investigations on trout streams. Fed. Aid Proj. F4-R Comp. Report.
       Fish. Div., N.C. Wildl. Resour. Comm., Raleigh, N.C.
21. Henson, E. B. 1965. A cage sampler for collecting aquatic fauna.  Turtox News, 43(12):298-299.
22. Henson, E. B. 1958. Description of a bottom fauna concentrating bag. Turtox News, 36(1): 34-36.
23. Hester, F.  E., and  J. S.  Dendy.  1962.  A  multiple-plate  sampler  for aquatic macroinvertebrates. Trans.  Amer.  Fish. Soc.
       91(4): 420-421.
24. Hilsenhoff,  W.  L. 1969. An artificial substrate device for sampling benthic stream invertebrates. Limnol. Oceanogr. 14(3):465-471.
25. Hubbs, H.  H., Jr.  1965. List  of Georgia  crayfishes with their probable reactions to wastes (lethal chemicals not  taken into
       consideration). Mimeo.  Rept.  1 p. (Unpublished)
26. Hynes, H. B. N. 1970. The ecology of running waters. Liverpool Univ. Press.
27. Ingram, W.  M., and A. F. Bartsch. 1960. Graphic expression  of biological data in water pollution reports. JWPCF, 32(3):297-310.
28. Ingram, W.  M.  1957.  Use and value of biological indicators of pollution: Fresh  water clams and snails. In: Biological Problems in
       Water Pollution, C. M. Tarzwell, ed. USDHEW, PHS, R. A. Taft Sanitary Engineering Center, Cincinnati.
29. Kittrell, F. W. 1969. A practical guide to water quality studies of streams. USDI, FWPCA, Washington, D.  C.
30. Kolkwitz, R., and M. Marsson, 1909. Ecology of animal  saprobia. Int. Rev. of Hydrobiology and Hydrogeography, 2.126-152.
       Translation In: Biology of Water Pollution, USDI, FWPCA, Cincinnati. 1967.
31. Lewis, P. A., W. T. Mason, Jr.,  and C. I. Weber. A comparison of Peterson, Ekman, and Ponar grab samples from river substrates. U.
       S. Environmental Protection Agency, Cincinnati. In preparation.
32. Lewis, P. A. 1969. Mayflies of the gemisStenonema as indicators of  water quality. Presented at: Seventeenth Annual Meeting of
       the Mid. Benth.   Soc., Kentucky Dam Village State Park, Gilbertsville, Ky. 10 pp.

                                                           32

-------
                                                                            MACROINVERTEBRATE REFERENCES
33. Lloyd, M., and R. J. Ghclardi. 1964. A table  for calculating the "equitabihty" component of species diversity J. Amm. Ecol.
    33:217-225.
34. Lloyd, M., J. H. Zar, and J. R. Karr.  1968. On the calculation of information — theoretical measures of diversity. Am. Mid. Nat.
       79(2):257-272.
35. Macan, T. T. 1963. Freshwater ecology. Camelot Press Ltd., London and Southampton, England. 338 pp.
36. MacArthur, R. H. 1957. On the relative abundance of bird species. Proc. Nat. Acad. Sci., Washington, 43:293-295.
37. Mackenthun, K. M. 1969. The practice of water pollution biology. USDI, FWPCA, Washington, D. C.
38. Mangelsdorf, D.  C.   1967.  Salinity  measurements in estuaries. Estuaries.  Publication  $83, American Association  for  the
       Advancement of Science, pp. 71-79,
39. Margalef, D. R. 1957. Information theory in ecology. General systems 3:36-71. (English translation by W. Hall.)
40. Mason, W. T., Jr., J.  B. Anderson, and G. E. Morrison. 1967. A limestone-filled artificial substrate sampler-float unit for collecting
       macromvertebrates from large streams. Prog. Fish-Cult. 29(2):74.
41. Mason, W. T., Jr. and P. A. Lewis. 1970. Rearing devices for stream insect larvae. Prog. Fish.-Cult. 32(l):61-62.
42. Mason, W.  T., Jr., P.  A.  Lewis, and J. B. Anderson.  1971. Macromvertebrate collections and water quality monitoring in the Ohio
       River  Basin,  1963-1967. Cooperative Report, Office  Tech.  Programs. Ohio Basin  Region and Analytical Quality Control
       Laboratory, WQO, USEPA,  NERC-Cincinnati.
43. Mason, W. T., Jr., C. I.  Weber, P. A. Lewis, and E. C. Julian. 1973. Factors affecting the performance  of basket and multiplate
       macromvertebrate samplers. Freshwater Biol. (U.K.) 3:In press.
44. Paine, G. H., Jr. and A. R. Gaufm. 1956. Aquatic diptera as indicators of pollution in a midwestern stream. Ohio J. Sci. 56(51:291.
45. Paterson, C. G., and C H. Fernando. 1971. A comparison of a simple corer and an Ekman grab for sampling shallow-water benthos.
       J. Fish. Res. Bd. Canada, 28(3):365-368.
46. Patrick, R. 1950. Biological measure of stream conditions. Sewage Ind. Wastes,  22(7):926-938.
47. Pennak, R. W. 1953. Freshwater invertebrates of the United States. Ronald Press Co., New York. 769 pp.
48. Richardson, R. E. 1928. The bottom fauna of the middle Illinois River, 1913-1925: Its distribution, abundance, valuation, and
       index value in the study of stream pollution. Bull. 111.  Nat. Hist. Surv. XVII(XII):387-475.
49. Scott, D. C. 1958. Biological balance in streams. Sewage Ind. Wastes, 30:1169-1173.
50. Sinclair, R. M. 1964. Water quality requirements of the  family Elmidae (Coleoptera). Tenn. Stream Poll. Cont. Bd., Dept. Public
       Health. Nashville.
51. Tebo, L.  B., Jr.  1955. Bottom fauna of a  shallow euthrophic  lake, Lizard  Lake, Pocahontas County, Iowa. Amer. Mid.  Nat.
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52. U.S. Environmental Protection Agency.  Data collected  from  the Coosa, Chattahoochee, Escambia and Savannah Rivers by the
       Aquatic Biology Branch, Region IV, Surveillance and Analysis Division, Athens, Georgia. (Unpublished)
53. U.S. Environmental Protection Agency.  Data collected  from  the vicinity of Big Cypress Swamp  jetport, south Florida, by the
       Aquatic Biology Branch, Region IV, Surveillance  and Analysis Division, Athens, Georgia. (Unpublished)
54. U.S. Public Health Service. 1963. Data collected from the Ohio, Wabash and Allegheny Rivers by the Biology Section, National
       Water Quality Network, Cincinnati, Ohio. (Unpublished)
55. Waters, T. F. 1962. Diurnal periodicity in the drift of stream invertebrates. Ecology, 43(2):316-320.
56. Waters, T. F. 1969. Invertebrate drift-ecology and significance to stream fishes. In: Symposium Salmon and Trout in Streams, T. G.
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57. Welch, P. S. 1948. Limnological methods. The Blakiston Co., Philadelphia, Pa. 381 pp.
58. Wentworth, C. K. 1922. A scale of grade and class terms for elastic sediments. J. Geology, 30:377-392.
59. Wilhm, J. L. 1970. Range of diversity index in benthic macroinvertebrate populations.  JWPCF, 42(5):R221-R224.
60. Wimmer, G. R., and E. W. Surber. 1952. Bottom fauna  studies in pollution surveys and interpretation of the data. Presented at:
       Fourteenth Mid. Wildl. Conf., Des Moines, Iowa. 13 pp.
61. Wurtz, C. B. 1955. Stream biota and stream pollution. Sewage Ind. Wastes, 27(11): 1270-1278.


7.0  TAXONOMIC BIBLIOGRAPHY

7.1  Coleoptera
Brown, H. P. 1970. A key to the dryopoid genera of the new  world (Coleoptera, Dryoidea). Ent. News, 81:171-175.
Hinton, H. E.  1940. New  genera and species of Elmidae (Coleoptera). Trans. Royal Entomol. Soc. 91(3):65-104.
Leech, H. B.  1948.  Contributions toward a knowledge  of the  insect  fauna of Lower California. No. 11,  Coleoptera:Haliplidae,
    Dytiscidae, Byrinidae, Hydrophilidae, Limnebiidae. Proc.  Calif. Acad.  Sci. 24:375-484, 2 pi.

                                                          33

-------
BIOLOGICAL METHODS
Sanderson, M. W. 1938. A monographic revision of the North American species ofStenelmis (Dryopidae:Coleoptera). Kansas Univ.
  Dept. Eng. 25(22):635-717.
Sanderson, M. W. 1953. A revision of the nearctic genera of Elmidae (Coleoptera). J. Kansas Ent. Soc. 26(4): 148-163.
Sanderson, M. W. 1954. A revision of the nearctic genera of Elmidae (Coleoptera). J. Kansas Ent. Soc. 27(1): 1-13.
Sinclair, R. M. 1964. Water quality requirements of the family Elmidae (Coleoptera). Tenn. Stream Pollution Control Board, Nashville.
  14pp.
Wilson, C. B. 1923. Water beetles in relation to pondfish culture, with life histories of those found in fishponds at Fairport, Iowa. Bull.
  U.S. Bur. Fish. XXXIX:231-345.
Wooldridge, D. P. 1967. The aquatic Hydrophilidae of Illinois. 111. State Acad. Sci. 60(4):422-431.
Young, F. N. 1954. The water beetles of Florida. Univ Fla. Press. Biol. Science Series, V(l): 1-238.

7.2  Crustacea
Bousfield, E. L. 1958. Fresh-water amphipod crustaceans of glaciated North America. Canad. Field Nat. 72:55-113.
Crocker, D. W. 1957. The crayfishes of New York State. N.Y. State Mus. and Sci. Service Bull. 355. pp. 13-89.
Hobbs, H. H., Jr. 1942. The crayfishes of Florida. Univ. Fla. Biol. Sci. Series, III(2):1-179.
Hobbs, H. H., Jr. and C. W. Hart, Jr. 1959. The  freshwater decapod crustaceans of the Appalachicola drainage system in Florida,
  southein Alabama, and Georgia. Bull. Fla. State Mus., BioL Sci. 4(5):145-191.
Holsinger, J. R.  1967. Systematics,  speciation, and distribution of the subterranean amphipod Stygonectes. US Nat. Mus. Bull.
  32:1-827.
Francois, D. D. 1959. The crayfishes of New Jersey. Ohio J. Sci. 59(2):108-127.
Ortmann, A. E. 1931. Crayfishes of the southern Appalachians and Cumberland Plateau. Ann. Carnegie Mus. 20:61-160.
Rhoades, R. 1944. Crayfishes  of Kentucky, with notes on variations, distributions, and descriptions of new species and subspecies.
  Amer. Midi. Nat. 31:111-149.
Riegel, J. A. 1959. The systematics and distribution of crayfishes in California. Calif. Fish Game, 45(1):29-50.
Stansbery,  D.  H. 1962. A revised checkbst of the crayfish  of Ohio  (Decapoda:Astacidae). Ohio State  Univ. Dept. Zool. Ent.,
  Columbus. 5 pp.
Turner, C. L. 1926. The crayfish of Ohio. Ohio Biol. Surv. Bull. No. 13, 3(3):145-195.
Williams, A. B. 1954. Speciation and distribution of the crayfishes of the Ozark Plateau and Ouachita Provinces. Kans. Univ. Sci. Bull.
  36(12):803-918.
Williams, A. B. 1965. Marine decapod crustaceans of the Carolmas. USDI, Fish Wildl. Serv., Bur. Comm. Fish. 65(l):l-298.

7.3  Diptera
Bath, J. L., and L. D. Anderson. 1969. Larvae of seventeen species of chironomid midges from southern California. J. Kans. Entomol.
  Soc. 42(2):154-176.
Beck, E. C., and W. M. Beck, Jr. 1959. A checklist of the Chironomidae (Insecta) of Florida (Diptera:Chironomidae). Bull. Fla. State
  Mus. 4(3):85-96.
Beck, E. C., and W. M. Beck, Jr. 1969. The Chiionomidae of Florida. Fla. Ent. 52(1): 1-11.
Beck, W. M., Jr. and E. C. Beck. 1964. New Chironomidae from Florida. Fla. Ent. 47(3):201-207.
Beck, W. M., Jr.  and E. C. Beck. 1966. Chironomidae (Diptera) of Florida. Part I. Pentaneurini (Tanypodinae). Bull. Fla. State Mus.
  10(8):305-379.
Beck, W.  M., Jr. and E. C. Beck. 1969. Chironomidae (Diptera) of Florida. Part HI. The Harnischia complex. Bull. Fla. State Mus.
  13(5):277-313.
Cook, E. F. 1956. The nearctic Chaoborinae (Diptera:Culicidae). Minn. Agr. Exp. Sta. Tech. Bull. 218:1-102.
Curran, H. C. 1965. The families and genera of North American Diptera. H. TrippCo., Woodhaven, N.Y. 515 pp.
Curry, L. L. 1958. Larvae and pupae of the species of Cryptochironomus (Diptera) in Michigan. ASLO, 3(4):427-442.
Curry, L.  L. 1962. A key for the larval forms of aquatic midges (Tendipedidae:Diptera)  found in Michigan. NIH Rept. No. 2, Contract
  No. RG-6429. Dept. Biol. Central Mich. Univ., Mt. Pleasant. 149  pp.
Darby, R. E.  1962. Midges associated with California rice fields,  with special reference to their ecology  (Diptera:Chironomidae).
  Hilgardia, 32(1): 1-206.
Dcndy, J. S., and J. E. Sublette. 1959. The Chironomidae (=Tendipedidae:Diptera) of Alabama, with Descriptions of Six New Species.
  Ann. Ent. Soc. Amer. 52(5):506-519.
Frommer, S. 1967. Review of the anatomy of adult Chironomidae. Calif. Mosquito Contr. Assoc., Tech. Series Bull. No. 1. 40 pp.
Hamilton, A. L., O. A. Saether, and D. R. Oliver.  1969. A  classification of the nearctic Chironomidae. Fish. Research Bd. Can., Tech.
  Rept. 129.42pp.

                                                            34

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                                                                           MACROINVERTEBRATE REFERENCES
Haubei, U. A. 1947. The Tendipedinae of Iowa. Amer. Mid. Nat. 38(2):456-465.
*Johannsen, O. A. 1934. Aquatic Diptera. Part I. Nemocera, exclusive of Chironomidae and Ceratopogonidae. Mem. Cornell Univ. Agr.
  Exp. Sta. 164:1-70.
*Johannsen, O. A. 1935. Aquatic Diptera. Part II. Orthorrhapha-Brachycera and Cyclorrhapha. Mem. Cornell Univ. Agr. Exp. Sta.
  177:1-62.
*Johannsen, O. A.  1937. Aquatic Diptera. Part III. Chironomidae: subfamilies Tanypodinae, Diamesinae, and Orthocladiinae.  Mem.
  Cornell Univ. Agr. Exp. Sta. 205:1-84.
  *Johannsen,  O. A. 1934-37. "Aquatic Diptera" may be purchased from Entomological  Reprint Specialists, East Lansing,  Mich.
48823.
Johannsen, O. A.  1937a.  Aquatic Diptera. Part  IV. Chironomidae: subfamily Chironominae.  Mem. Cornell Univ. Agr. Exp. Sta.
  210:1-56.
Johannsen, O.  A. 1964. Revision  of the  North American species of the genus Pentaneura (Tendipedidae:Diptera). J. New York Ent.
  Soc. 54.
Johannsen, O.  A. H. K. Townes, F. R. Shaw, and E. Fisher. 1952. Guide to the insects of Connecticut. Part VI.  The Diptera of true
  flies. Bull. Conn. Geol. and Nat. Hist. Surv. 80:1-255.
Malloch, J. R. 1915. The Chironomidae  or midges of Illinois, with particular reference to the species occurring in the Illinois River.
  Bull. 111. State Lab. Nat. Hist. 10:273-543.
Mason, W. T., Jr. 1968. An introduction to the identification of Chironomid larvae. Division  of Pollution Surveillance, FWPCA, USDI,
  Cincinnati. 90 pp. (Revised 1973).
Roback, S. S. 1953. Savannah River tendipedid larvae. Acad. Nat. Sci.,  Philadelphia, 105:91-132.
Roback, S. S. 1957. The immature tendipedids of the Philadelphia area. Acad. Nat. Sci., Philadelphia Mono. No. 9. 148 pp.
Roback, S. S. 1963. The genus Xenochironomus (Diptera:Tendipedidae) Kieffer, taxonomy and immature stages. Trans. Amer. Ent.
  Soc. 88:235-245.
Roback, S. S. 1969. The immature stages of the genus Tanypus Meigen. Trans. Amer. Ent.  Soc. 94:407-428.
Saeter, O. A. 1970. Nearctic and palaearctic Chaoborus (Diptera:Chaoboridae). Bull. Fish.  Res. Bd. Can., No. 174. 57 pp.
Stone, A., C. W.  Sabrasky, W. W. Wirth, R. H. Foote, and J. R. Coulson, eds. A catalog  of  the Diptera of America north of Mexico.
  USDA Handbook No. 276.
Stone, A., and E. R. Snoddy. 1969. The blackflies of Alabama (Diptera:Simuliidae). Auburn Univ. Agr. Exp. Sta. Bull. No. 390. 93 pp.
Sublette, J. E.  1960. Chironomid midges of California. Part I. Chironominae,  exclusive of Tanytarsini (Calopsectrini). Proc. U.S. Natl.
  Museum, 112:197-226.
Sublette, J. E.  1964. Chironomid midges of California. Part II. Tanypodinae, Podonominae, and Diamesinae. Proc. U.S. Natl. Museum,
  115(3481):85-136.
Sublette, J. E.  1964. Chironomidae (Diptera) of Louisiana. Part I. Systematics and immature stages of some lentic chironomids of west
  central Louisiana. Tulane  Studies Zool.  11(4): 109-150.
Thomsen, L. C. 1937. Aquatic Diptera. Part V. Ceratopogonidae. Mem. Cornell Univ. Ga. Exp. Sta. 210:57-80.
Townes, H. K. 1945. The nearctic  species of Tendipedini. Amer. Mid. Nat. 34(1):1-206.
Wood, D. M., B. I.  Peterson, D.  M.  Davies, and H.  Gyorhos. 1963.  The black flies (Diptera:Simuliidae) of Ontario. Part II. Larval
  identification, with descriptions and illustrations. Proc. Ent Soc. Ontario, 93:99-129.
7.4  Ephemeroptera
Berner, L. 1950. The mayflies of Florida. Univ. Fla. Press, Gainesville. 267 pp.
Berner,  L.  1959.  A tabular  summary of the biology  of North American mayfly nymphs (Ephemeroptera). Bull. Fla. State Mus.
  4(1):1-5 8.
Burks, B. D. 1953. The mayflies, or Ephemeroptera, of Illinois. Bull. 111. Nat. Hist Surv. 26:1-216.
Edmunds, G. F., Jr., R. K. Allen, and W. L. Peters. 1963. An annotated key to the nymphs of the families and subfamilies of mayflies
  (Ephemeroptera). Univ. Utah Biol. Series XII(l):l-55.
Leonard, J. W., and F. A. Leonard. 1962. Mayflies of Michigan  trout streams. Cranbrook Institute Sci., Michigan. 139 pp.
Needham, J. G., J. R. Traver, and Yin-Chi Hsu. 1935. The biology of mayflies. Entomological Reprint Specialists, Inc., East Lansing,
  Mich.
Needham, J., and H. E. Murphy. 1924. Neotropical mayflies. Bull. Lloyd Libr. No. 24, Entom. Series No. 4, pp. 5-79, Cincinnati.
Spieth, H. T. 1947. Taxonomic studies on the Ephemeroptera:  Part IV. The genus Stenonema. Ann. Entomol. Soc. Am. XL.-1-162.
                                                          35

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BIOLOGICAL METHODS
7.5  Hemiptera
Brooks, G. T. 1951. A revision of the genusAnisops (Notonectidae, Hemiptera). Univ. Kans. Sci. Bull. XXXIV(8):301-519.
Cummings, C. 1933. The giant water bugs (Belostomatidae, Hemiptera). Univ. Kans. Sci. Bull. XXI(2): 197-219.
Hungerford, H. B. 1933. The genusNotonecta of the world. Univ. Kans. Sci. Bull. XXI(9):5-195.
Hungerford, H. B. 1948. The Corixidae of the western hemisphere. Kans. Univ.  Sci. Bull. 32:1-827.
Hungerford, H. B., and R. Matsuda. 1960. Keys to subfamilies, tribes, genera, and subgenera of the Gerridae of the world. Univ. Kans.
  Sci. Bull. XLI(l):3-23.
Schaefer, K. F., andW. A. Drew. 1968. The aquatic and semiaquatic Hemiptera of Oklahoma. Proc. Okla. Acad. Sci. 47:125-134.
Schaefer, K. F., and W. A. Drew.  1969. The aquatic and semiaquatic Hemiptera (Belostomatidae and Saldidae) of Oklahoma. Proc.
  Okla. Acad. Sci. 48:79-83.

7.6  Hirudinea
Meyer, M. C., and J. P. Moore.  1954. Notes on Canadian leeches (Hirudinea), with  the description of a new species. Wasmann J.
  Biology, 12(l):63-95.
Sawyer, R. T. 1967. The leeches of Louisiana, with notes on some North American species (Hirudinea, Annelida). Proc. La. Acad. Sci.
  XXX: 32-38.

7.7  Hydracarina
Crowell, R. Mi 1960. The taxonomy, distribution, and developmental stages of Ohio water mites. Bull. Ohio Biol. Surv. 1(2): 1-77.

7.8  Lepidoptera
Lange, W. H. 1956. A generic revision of the aquatic moths of North America (Lepidoptera:Pyralidae Nymphulinae). Wasmann J.
  Biology, 14(1):59-114.

7.9  Megaloptera
Baker, J. R., and H. H. Neunzig. 1968. The egg masses, eggs, and first instar larvae of eastern North American Corydalidae. Ann. Ent.
  Soc. Amer. 61(5):1181-1187.
Davis,  K. C.  1903.  Aquatic insects  in New  York State. Part  7, Sialididae  of North and South America.  N. Y. State Mus. Bull.
  68:442-486.
Needham, J. G., and C. Betten. 1901. Aquatic insects in the Adirondacks. N. Y. State Mus. Bull. 47:383-612.
Ross, H. H., and T. H. Prison. 1937. Studies of nearctic aquatic insects. Bull. 111. Nat. Hist. Surv. 21:57-78.

7.10   Mollusca
Amos, M. H. 1966. Commercial clams of the North American Pacific Coast. US Bur. Comm. Fish. Circular, 237:1-18.
Baker, F. C.  1928. The fresh-water mollusca of Wisconsin. Wise. Acad. Sci. Bull. Part I. Gastropoda, 70:1-505. Part II. Pelecypoda,
  70:1-495.
Branson, B. A. (No date). Checklist and distribution of Kentucky aquatic gastropods.  Ky. Dept. Fish and Wildl., Res. Fish. Bull. No.
  54. pp. 1-20.
Call, R. E. 1899. Mollusca of Indiana. Ind. Dept. Geol. Nat. Res., 24th Ann. Rept. pp. 337-535.
Clarke, A. H.,  Jr.  and C. O. Berg.  1959.  The freshwater mussels of central New York with an illustrated key to the species of
  northeastern North America. Mem. Cornell Univ. Agr. Exp. Sta. 367:1-79.
Clench, W. J., and R. D. Turner. 1956. Freshwater mollusks of Alabama, Georgia, and Florida from the Escambia to the Suwannee
  River. Fla. State Mus. Bull. l(3):97-239.
Goodrich, C.  1932. The Mollusca of Michigan. Univ. Mich. Handbook Series No. 5, pp. 1-120.
Heard, W. H., and J. Burch. 1966. Key to the genera of freshwater pelecypods of Michigan. Mich. Mus. Zool., Univ. Mich., Circ. No. 4
  Ann Arbor.
Ingram, W. M. 1948. The larger freshwater clams of California, Oregon, and Washington. J. Ent. Zool. 40(4):72-92.
Leonard, A. B. 1959. Gastropods in Kansas. Kans. Univ. Dept. Zool., State Biol. Surv. 224 pp.
Murry, H. D., and A. B. Leonard. 1962. Unionid mussels in Kansas. Kans. Univ. Dept. Zool., State Biol. Surv. No. 28. 104 pp.
Ortmann, A. E. 1919. A monograph of the naiades of Pennsylvania. Part III, Systematic account of  the Genera and species. Carnegie
  Inst. Mus. 8(1): 1-378.


                                                          36

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                                                                            MACROINVERTEBRATE REFERENCES
Robertson, I. C. S., and C. L. Blakeslee. 1948. The Mollusca of the Niagara frontier region. Bull. Buffalo Soc. Nat. Sci. 19(3):1-191.
Sinclair, R. M., and B. G. Isom. 1963. Further studies on the introduced asiatic clam Corbicula in Tennessee. Tenn. Stream Poll.
  Control Bd., Tenn. Dept. Public Health. 75 pp.
Stein, C. B. 1962. Key to the fresh-water mussels (family Unionidae) of western Lake Erie. Ohio State Univ., Stone Lab. 5 pp.
Taft, C. 1961. The shell-bearing land snails of Ohio. Bull. Ohio Biol. Surv. 1(3):1-108.
Thompson, F. G. 1968. The aquatic snails of the family Hydrobiidae of peninsular Florida. Univ. Fla. Press. 268 pp.

7.11   Odonata
Byers, C. F. 1930. A contribution to the knowledge of Florida Odonata. Univ. Fla. Biol. Sci. Ser. 1(1): 1-327.
Gorman, P. 1927. Guide to the insects of Connecticut. Part V, The Odonata or dragonflies of Connecticut. Conn. Geol. Nat. Hist. Surv.
  39:1-331.
Kennedy, C. H. 1915. Notes on the life history and ecology of the dragonflies (Odonata) of Washington and Oregon. Proc. US Nat.
  Mus. 49:259-345.
Kennedy, C. H. 1917. Notes on the life history and ecology of the dragonflies (Odonata) of central California and Nevada. Proc. US
  Nat. Mus. 52:483-635.
Needham, J. G., and M. J. Westfall, Jr. 1954. Dragonflies of North America. Univ. Calif. Press, Berkeley and Los Angeles. 615 pp.
Walker, E. M. 1958. The Odonata of Canada and Alaska. Vol. 1 and 2.  Univ. Toronto Press, Toronto.
Williamson, E. B. 1899. The dragonflies of Indiana. Ind. Dept. Geol. Nat. Res., 24th Annual Rept. pp. 229-333.
Wright, M., and A. Peterson. 1944. A key to the genera of Anisopterous dragonfly nymphs of the United States and Canada (Odonata,
  suborder Anisoptera). Ohio J. Sci. 44:151-166.

7.12   Oligochaeta
Brinkhurst,  R.  O. .1964. Studies on the  North  American aquatic  Oligochaeta.  Part  I. Proc. Acad.  Nat.  Sci., Philadelphia,
  116(5):195-230.
Brinkhurst, R. O. 1965. Studies on  the North American aquatic Oligochaeta. Part II. Proc. Acad. Sci., Philadelphia, 117(4): 117-172.
Brinkhuist, R. O. 1969. Oligochaeta. In: Keys to Water Quality Indicative Organisms (Southeast United States). FWPCA, Athens, Ga.
Galloway, T. W. 1911. The common fresh-water Oligochaeta of the United States. Trans. Amer. Micros. Soc. 30:285-317.

7.13   Plecoptera
Claasen, P.  W. 1931. Plecoptera nymphs of America (north of Mexico). Published as Volume III of the Thomas Say Foundation, Ent.
  Soc. Amer. Charles C. Thomas, Springfield, 111.
Claasen, P. W. 1940. A catalogue of the Plecoptera of the world. Mem. Cornell Univ. Agr. Exp. Sta. 232-:l-235.
Prison, T. H. 1935. The stoneflies, or Plecoptera, of Illinois. Bull. 111. Nat. Hist. Surv. 20:281-371.
Prison, T. H. 1942. Studies of North American Plecoptera. Bull. 111. Nat. Hist. Surv. 22:235-355.
Gaufin, A. R., A. V. Nebeker, and J. Sessions. 1966. The stoneflies (Piecoptera) of Utah. Univ. Utah Biol. Series, 14(1): 1-93.
Harden,?. H., and C. E. Mickel. 1952. The stoneflies of Minnesota (Plecoptera). Univ. Minn. Agr. Exp. Sta. 201:1-84.
Hilsenhoff,  W. L. 1970.  Key to genera of Wisconsin Plecoptera (stoneflies) nymphs, Ephemeroptera (mayfly) nymphs, Trichoptera
  (caddisfly) larvae. Res. Rept.  No.  67, Wis. Dept. Nat. Res., Madison.
Jewett, S. G., Jr. 1955. Notes and descnptions concerning western stoneflies (Plecoptera). Wasmann J. Biol. 91(l):l-543.
Jewett, S. G., Jr. 1959. The stoneflies (Plecoptera) of the Pacific Northwest. Ore. State Coll. Press. 95 pp.
Jewett, S. G., Jr. 1960. The stoneflies (Plecoptera) of California. Bull. Calif. Insect Surv. 6(6):125-177.
Nebeker, A. V.,  and  A.  R. Gaufin. 1966.  The Capnia Columbiana complex of North America (Capniidae:Plecoptera). Trans. Amer.
  Ent. Soc.  91:467-487.
Needham, J. G., and P.  W. Classen.  1925. A  monograph of the  Plecoptera  or stoneflies of America north of Mexico. Published as
  Volume II of the Thomas Say Foundation, Ent. Soc. Am. Charles C. Thomas, Springfield, 111.
Ricker,  W.   E.,  and  H.  H. Ross. 1968.  North American species  of Taeniopteryx  (Plecpptera:Insecta). J.  Fish.  Res. Bd. Can.
  25:1423-1439.

7.14  Trichoptera
Betten, C. 1934. The caddisflies or Trichoptera of New York State. N. Y. State Mus. Bull. 292:1-576.
Edwards, S. W. 1966. An annotated list of the Trichoptera of middle and west Tennessee. J. Tenn. Acad. Sci. 41:116-127.
Flint,  O. S. 1960.  Taxonomy and biology of nearctic  limnephelid larvae (Trichoptera), with special reference to species in eastern
  United States. Entomologica Americana, 40:1-120.

                                                          37

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BIOLOGICAL METHODS
Flint, O. S. 1961. The immature stages of the Aictopsychinae occurring in eastern North America (Trichoptera:Hydropsychidae). Ann.
  Ent.Soc.Amer. 54(1):5-11.
Flint, O. S. 1962. Larvae of the caddisfly Genus Rhyacophila in eastern North America (Trichoptera:Rhyacophilidae). Proc. US Natl.
  Mus. 113:465-493.
Flint, O. S. 1963. Studies of neotropical caddisflies. Part I, Rhyacophilidae and Glossosomatidae (Trichoptera). Proc. US Natl. Mus.
  114:453-478.
Flint, O. S. 1964. The caddisflies (Trichoptera) of Puerto Rico. Univ. Puerto Rico Agr. Exp. Sta. Tech. Paper No. 40. 80 pp.
Flint, O. S. 1964a. Notes on some nearctic Psychomyiidae with special reference to their larvae (Trichoptera). Proc. US Nat. Mus. Publ.
  No. 3491, 115:467-481.
Hickin, N. E. 1968. Caddis larvae, larvae of the British Trichoptera. Associated Univ. Presses, Inc., Cranbury, N. J. pp. 1-480.
Leonard, J. W., and F.  A. Leonard. 1949. An annotated list of Michigan Tiichoptera. Mich. Mus. Zool. Occ. Paper No. 522. pp. 1-35.
Lloyd, J. T. 1921. North American caddisfly larvae. Bull. Lloyd Libr. No. 21, Entom. Series No. 1. pp. 16-119.
Ross, H. H. 1941. Descriptions and records of North American Trichoptera. Trans. Amer. Entom. Soc. 67:35-129.
Ross, H. H. 1944. The caddisflies, or Trichoptera, of Illinois. Bull. 111. Nat. Hist. Surv. 23:1-326.
Wiggins, G.  B.  1960.  A preliminary systematic study of the  North American larvae of the caddisflies, family Phryganeidae
  (Trichoptera). Can. J.  Zool. 38:1153-1170.
Wiggins, G. B.  1962. A new subfamily of phiyganeid caddisflies from western North America (Trichoptera:Phryganeidae). Can. J.
  Zool. 40:879-891.
Wiggins, G. B. 1963. Larvae and  pupae of two North American limnephilid caddisfly genera (Trichoptera:Limnephilidae). Bull.
  Brooklyn Ent. Soc. 57(4):  103-112.
Wiggins, G. B. 1965. Additions and revisions  to the genera  of North American caddisflies of the family Brachycentridae with special
  reference to the larval stages (Trichoptera). Can. Ent. 97:1089-1106.
Wiggins, G. B.,  and N. H. Anderson. 1968. Contributions to the  systematics of the caddisfly genera Pseudostenophylax andPhilocasca
  with special reference  to the immature stages (Trichoptera:Limnephilidae). Can. J. Zool. 46:61-75.
Yamamoto, T., and G. B.  Wiggins. 1964. A  comparative  study of the  North American species in the  caddisfly genus Mystacides
  (Trichoptera:Leptoceridae). Can. J. Zool. 42:1105-1126.

7.15  Marine
Hartman, O. 1961. Polychaetous annelids from California. Allan Hancock Pacific Expeditions. 25:1-226.
Hartman, O., and D. J. Reish. 1950. The marine annelids of Oregon. Ore. State Coll. Press, Corvallis, Ore.
Miner, R. W. 1950. Field book of seashore life. G. P. Putnam's Sons, New York.
Smith, R. I. 1964. Keys to the marine invertebrates of the Woods Hole region. Woods Hole Marine Biol. Lab., Cont. No. 11.
Smith, R., F. A. Pitelha,  D. P.  Abbott, and F. M. Weesner. 1967. Intertidal invertebrates of the central California coast. Univ. Calif.
  Press.  Berkeley.
                                                            38

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FISH

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                             FISH
                                                              Page
1.0 INTRODUCTION    	     1
2.0 SAMPLE COLLECTION   	     1
    2.1  General Considerations	     1
    2.2  Active Sampling Techniques  	     2
        2.2.1 Seines	     2
        2.2.2 Trawls  	     3
        2.2.3 Electrofishing   	     5
        2.2.4 Chemical Fishing   	     5
        2.2.5 Hook and Line   	     6
    2.3  Passive Sampling Techniques	     7
        2.3.1 Entanglement Nets    	     7
        2.3.2 Entrapment Devices   	     7
3.0 SAMPLE PRESERVATION   	   10
4.0 SAMPLE ANALYSIS	   1
    4.1  Data Recording   	   1
    4.2  Identification    	   1
    4.3  Age, Growth, and Condition  	   1
5.0 SPECIAL TECHNIQUES   	   1
    5.1  Flesh Tainting   	   1
    5.2  Fish Kill Investigations	   12
6.0 REFERENCES  	   13
7.0 BIBLIOGRAPHY	   14
    7.1  General References	   14
    7.2  Electrofishing    	   14
    7.3  Chemical Fishing	   15
    7.4  Fish Identification   	   16
    7.5  Fish Kills	   18

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                                           FISH
1.0  INTRODUCTION
  To the public, the condition of the fishery is
the  most meaningful  index of  water  quality.
Fish occupy the upper levels of the aquatic food
web and are directly and indirectly affected by
chemical and  physical changes in the environ-
ment. Water quality conditions that significantly
affect  the  lower  levels  of the food web  will
affect the abundance,  species composition, and
condition of the fish population.  In some cases,
however, the fish  are more sensitive to  the pol-
lutant(s) than are  the lower animals and plants;
they may be adversely affected even when the
lower  levels of the  food web   are relatively
unharmed.
  Many species of fish have stringent dissolved
oxygen and temperature requirements  and are
intolerant of  chemical and physical contami-
nants resulting from agricultural,  industrial, and
mining  operations. The  discharge of moderate
amounts of degradable organic wastes  may in-
crease  the  nutrient  levels  in  the habitat  and
result in an increase in the standing crop of fish.
This increase, however,  usually occurs in, only
one  or a few species and results in an imbalance
in the population. The effects of toxic wastes
may range  from the elimination  of all fish  to a
slight  reduction in  reproductive capacity,
growth, or resistance  to disease and parasitism.
  Massive and complete fish kills are dramatic
signs of abrupt,  adverse  changes in  environ-
mental  conditions. Fish,  however, can  repopu-
late  an area rapidly if the niche is not destroyed,
and  the cause of  the kill  may  be difficult to
detect by examination of the fish community
after it has recovered from the effects of the
pollutant. Chronic pollution, on the other hand,
is more selective in its effects and exerts its in-
fluence over a long period of time and causes
recognizable changes in the species composition
and relative abundance of the fish.
  The  principal characteristics  of  interest in
field  studies of fish  populations include: (1)
species  present, (2) relative and  absolute abun-
dance of each  species, (3) size distribution, (4)
growth  rate, (5) condition, (6)  success of repro-
duction, (7) incidence  of disease and parasitism,
and  (8)  palatability.  Observations  of  fish
behavior can also be valuable in detecting en-
vironmental  problems;  e.g.  ventilation  rates,
position  in the current,  and erratic movement.
Fish may also be collected for use in laboratory
bioassays, for tissue analyses to measure the con-
centrations  of metals and pesticides,  and for
histopathologic examination.
  Fisheries data  have some serious limitations.
Even if the species composition of the  fish  in a
specific area were known  before and  after the
discharge of pollutants,  the real significance of
changes  in  the  catch could  not  be   properly
interpreted  unless the  life  histories  of  the
affected  species were understood, especially the
spawning,  seasonal  migration,  temperature
gradient  and  stream-flow responses, diurnal
movements, habitat  preferences,  and activity
patterns. Without this knowledge, fish  presence
or  absence cannot be  correlated  with  water
quality.  Of course, any existing  data on the
water quality  requirements of fish would be of
great value in interpreting field data.
  Fisheries data  have been found  useful  in en-
forcement  cases and in long-term water quality
monitoring  (Tebo, 1965). Fishery  surveys are
costly, however,  and a  careful and exhaustive
search should be conducted for existing informa-
tion on  the fisheries  of the area  in  question
before initiating a field study. State and Federal
fishery  agencies  and universities are  potential
sources of information which, if available, may
save time and expense. Most states require a col-
lecting permit, and the state fishery agency must
usually be contacted before fish can be taken in
a field study. If data are not available and a field
study  must be conducted, other  Federal  and
State agencies will  often  join  the survey  and
pool  their  resources  because  they   have  an
interest in the data and have  found that a joint
effort is more economical and  efficient.

2.0  SAMPLE COLLECTION

2.1  General Considerations
  Fish can be collected actively  or passively.
Active sampling  methods include  the use of
seines, trawls, electrofishing,  chemicals,  and

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BIOLOGICAL METHODS
hook and line. Passive methods involve entangle-
ment (gill nets  and trammel nets) and entrap-
ment (hoop nets, traps, etc.) devices. The chief
limitations in  obtaining qualitative and quantita-
tive data on a fish population are gear selectivity
and the mobility  and rapid  recruitment  of the
fish. Gear selectivity refers to the greater success
of a particular type of gear in collecting certain
species, or sizes of fish, or  both. All sampling
gear is selective to some extent. Two factors that
affect  gear selectivity  are:  (1)  the habitat  or
portion of habitat (niches) sampled and (2) the
actual efficiency of the gear. A  further problem
is  that the efficiency of gear for a particular
species in one area does not necessarily apply  to
the same  species in another area. Even if  non-
selective  gear  could be developed,  the problem
of  adequately  sampling  an area is  difficult
because of the  nonrandom distribution of fish
populations.
  Temporal changes in the relative abundance  of
a single species can be assessed under a given set
of conditions if that species is readily taken  with
a particular kind  of gear, but the  data are not
likely  to  reflect  the  true  abundance of the
species occurring in nature.
  Passive  collection methods are very selective
and do not obtain representative samples of the
total population. Active methods are less selec-
tive and more efficient, but usually require more
equipment and manpower. Although the choice
of method depends on  the objectives  of  the
particular  fishery  investigation, active methods
are generally preferred.

2.2  Active Sampling Techniques

2.2.1  Seines

  A  haul  seine is  essentially a  strip of strong
netting hung between a stout cork or float line at
the top and a strong, heavily-weighted lead  line
at the bottom (Figure  1). The wings of the net
are  often of larger mesh  than  the  middle
portion,  and the wings may taper so that they
are shallower  on the ends. The center portion of
the net may be formed into a bag to aid in con-
fining  the fish. At the ends of the wings,  the
cork and  lead lines are often fastened to a short
stout pole or  brail.  The hauling lines are then
attached to the top and bottom of the brail by a
short bridle.
                     Figure 1. The common haul seine. (From Dumont and Sundstrom, 1961.)

                                               2

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                                                                              FISH SAMPLING
  Deepwater  seining usually  requires a  boat.
One end of one of the hauling lines is anchored
on shore and the boat pays out the line until it
reaches the end. The boat then changes direction
and lays out the net parallel to the beach. When
all of the net is in the water, the boat brings the
end of the  second hauling line ashore. The net is
then beached rapidly.
  The straight seines (without bags), such as the
common-sense  minnow seines, can  usually be
handled quite  easily by two people. The method
of paying  out the seine  and bringing it in is
similar  to  the  haul seine, except the straight
seine  is generally  used in shallow water where
one  member  of the party can  wade  offshore
with lines.
  Bag and  straight seines vary considerably in
dimensions  and mesh size. The length varies
from  3 to  70  meters, and  mesh size and  net
width  vary  with the size of  the fish  and  the
depth of the water to be sampled.
  Nylon seines are recommended because of the
ease of maintenance. Cotton  seines should be
treated with a fungicide to prevent decay.
  Seining is not effective in deep water because
the fish can escape over the floats and under the
lead  line. Nor is it effective in areas that have
snags and sunken debris.  Although  the results
are  expressed  as number  of fish captured  per
unit  area seined,  quantitative seining is very
difficult. The  method is more useful in deter-
mining  the  variety rather than the  number of
fish inhabiting the water.

2.2.2  Trawls
  Trawls are specialized submarine seines used
in large, open-water areas of reservoirs,  lakes,
large  rivers, estuaries, and in the oceans. They
may be of  considerable size and  are towed by
boats at speeds sufficient to  overtake and  en-
close  the fish.  Three basic types are: (1)  the
beam trawl used to capture bottom fish (Figure
2),  (2)  the otter  trawl used  to  capture  near-
bottom and bottom fish (Figure 3), and (3)  the
mid-water trawl used to collect schooling fish at
various depths.
  The beam trawls have a rigid opening and are
difficult  to  operate from a  small boat. Otter
trawls have vanes  or "otter boards," which  are
attached to the forward end of each wing and
are used to keep  the mouth of the net open
while it is being towed.  The otter boards  are
approximately rectangular and  usually made of
wood, with steel strapping.  The lower edge is
shod  with  a steel runner to protect  the wood
when the  otter slides along the bottom.  The
leading  edge of the otter is rounded near  the
bottom to aid in riding over obstructions.

  The towing bridle or warp is attached to  the
board by four heavy chains or short heavy metal
rods.  The two forward rods are shorter so that,
when towed, the board sheers to the outside and
down. Thus, the two otters sheer in opposite
directions and keep the mouth of the trawl open
and  on the bottom. Floats or  corks along  the
headrope keep the net from sagging, and  the
weights on  the  lead-line  keep  the net on  the
bottom. The entrapped fish are funneled back
into the bag of the trawl (cod end).
  A popular small trawl consists of a  16- to
20-foot  (5- to  6-m)  headrope,  semiballoon
modified shrimp (otter) trawl with 3/4-inch (1.9
cm) bar mesh  in the wings and  cod end. A 1/4-
inch (0.6 cm)  bar mesh liner may be installed in
the cod end if smaller fish are desired. This small
trawl uses otter boards, the dimensions of which,
in inches, are approximately 24 to 30 (61 to
76 cm) X 12 to 18 (30 to 46 cm) X 3/4 to 1-1/4
inches (0.9  to 3.2  cm), and the  trawl can be
operated out of a medium-sized boat.
  The midwater trawl resembles an otter trawl
with modified boards and vanes for controlling
the trawling depth.  Such trawls are cumbersome
for freshwater and inshore areas.
  Trawling data are usually  expressed in weight
of catch per unit of time.
  The use of trawls requires experienced person-
nel.  Boats  deploying  large trawls  must  be
equipped with power  winches and  large motors.
Also, trawls can not  be used effectively if  the
bottom is  irregular or  harbors snags  or other
debris. Trawls are best used to gain information
on a particular species of fish rather than to esti-
mate the overall fish population. See Rounsefell
and  Everhart  (1953),  Massman,  Ladd  and
McCutcheon  (1952)  and  Trent  (1967)  for
further information on trawls.

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BIOLOGICAL METHODS
                           Figure 2.  Thebeam trawl. (From Dumont and Sundstrom, 1961.)
                            Figure 3. The otter trawl. (From Dumont and Sundstrom, 1961.)




                                                   4

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                                                                              FISH SAMPLING
2.2.3 Electro fish ing
  Electrofishing is a sampling method in which
alternating (AC) or direct (DC) electrical current
is applied to water that has a resistance different
from that of fish. The difference in the resist-
ance of the water and the fish to pulsating DC
stimulates  the  swimming muscles  for  short
periods  of  time, causing the  fish to  orient
towards and be attracted  to the positive  elec-
trode. An electrical field of sufficient potential
to immobilize the fish is present near the posi-
tive electrode.
  The  electrofishing  unit may consist  of a
110-volt,  60-cycle,   heavy-duty generator, an
electrical  control  section  consisting  of a
modified, commercially-sold,   variable-voltage
pulsator, and  electrodes. The  electrical  control
section permits the  selection of any AC voltage
between 50 to 700  and any DC voltage between
25 to 350 and permits control of the size of the
electrical  field  required  by  various types of
water. The alternating current serves as a stand-
by for the direct current and is used in cases of
extremely low water resistance.
  Decisions on the use of AC, DC, pulsed DC, or
alternate polarity forms of electricity and the
selection  of  the  electrode   shape,  electrode
spacing, amount of voltage, and proper  equip-
ment depend on the resistance, temperature, and
total dissolved solids of the water.  Light-weight
conductivity  meters are recommended for  field
use.  Lennon  (1959) provides a comprehensive
table and describes  the system or  combination
of systems that worked best for him.
  Rollefson (1958,  1961) thoroughly tested and
evaluated  AC, DC,  and pulsating DC, and dis-
cussed   basic  electrofishing  principles,  wave
forms, voltage -- current relationships, electrode
types and designs, and differences between AC
and DC and their effects in hard and soft waters.
He  concluded  that pulsating DC was  best in
terms of  power economy and fishing ability
when correctly used.  Haskell and  Adelman
(1955) found that slowly pulsating DC worked
best  in leading fish  to the anode.  Pratt (1951)
also  found the DC shocker to be more effective
than the AC shocker.
  Fisher  (1950) found that brackish water re-
quires  much  more  power (amps)  than fresh-
water,  even though  the voltage drops  may be
identical. Seehorn (1968) recommended the use
of an electrolyte (salt blocks) when sampling in
some soft waters to produce a large enough field
with  the   electric  shocker.   Frankenberger
(1960), Larimore,  Durham and Bennett (1950)
and  Latta  and Meyers  (1961)  have excellent
papers  on  boat shockers.   Frankenberger and
Latta and Meyers used a  DC shocker  and Lari-
more et al. an  AC shocker.  Stubbs (1966),
used DC or pulsed DC, and has his (aluminum)
boat wired as the negative pole. In his paper, he
also  shows the design  and gives safety pre-
cautions that emphasize the use of the treadle
switch or  "deadman switch"  in case a worker
falls  overboard.
  Backpack shockers that  are quite useful for
small, wadeable streams have been described by
Blair (1958) and McCrimmon and Berst(1963),
as has  a backpack shocker  for use  by  one man
(Seehorn,  1968).  Most of these papers give dia-
grams for wiring and parts needed.
  There are descriptions of electric trawls (AC)
(Haskell, Geduliz,  and Snolk,  1955, and  Loeg,
1955);  electric  seines  (Funk,  1947;  Holton,
1954;  and  Larimore, 1961); and a  fly-rod elec-
trofishing device employing alternating polarity
current (Lennon, 1961).
  The  user must decide which  design is most
adaptable to  his  particular  needs. Before
deciding which design  to use,  the  biologist
should  carefully review the  literature. The crew
should wear rubber boots and electrician's gloves
and adhere strictly to safety precautions.
  Night sampling was found to  be much more
effective than  day   sampling.  Break  sampling
efforts  into time units  so that unit effort data
are available for comparison purposes.

2.2.4  Chemical fishing
  Chemicals  used  in   fish sampling  include
rotenone, toxaphene, cresol, copper sulfate, and
sodium cyanide.  Rotenone has  generally  been
the most acceptable because of its  high degrad-
ability; freedom from such problems as precipi-
tation  (as  with  copper  sulfate) and persistant
toxicity (as with toxaphene); and relative  safety
for the user.
  Rotenone,  obtained  from  the  derris  root
(Deguelia elliptica,  East Indies) and cube root

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BIOLOGICAL METHODS
(Lonchocarpus  nicour,  South  America),  has
been used extensively in fisheries work through-
out the United  States and Canada since 1934
(Krumholz,  1948). Although  toxic to man  and
warm-blooded animals (132  mg/kg),  rotenone
has not been considered  hazardous in the con-
centrations used for fish eradication (0.025 to
0.050 ppm  active  ingredient) (Hooper,  1960),
and  has been  employed in waters  used  for
bathing and in some  instances in drinking water
supplies (Cohen et al., 1960, 1961). Adding acti-
vated  carbon  not  only  effectively  removes
rotenone,  but  it  also  removes  the  solvents,
odors, and emulsifiers present in all commercial
rotenone formulations.
  Rotenone obtained as an emulsion containing
approximately 5  percent  active  ingredient, is
recommended because of the ease of handling. It
is a relatively fast-acting toxicant. In most cases,
the fish will die within 1  to 2 hours after expo-
sure.  Rotenone  decomposes  rapidly  in most
lakes  and ponds and  is quickly  dispersed in
streams.   At  summer  water  temperatures,
toxicity lasts 24 hours or less. Detoxification is
brought about  by  five principal  factors:  dis-
solved oxygen, light,  alkalinity, heat, and turbid-
ity. Of these, light and oxygen are the most im-
portant factors.
  Although the toxicity threshold for rotenone
differs slighly among fish species, it has not been
widely used as a selective toxicant. It has, how-
ever, been used at a concentration of 0.1 ppm of
the 5 percent emulsion to control the gizzard
shad (Bowers, 1955).
  Chemical  sampling is usually employed on a
spot basis,  e.g.  a short reach  of river or an  em-
bayment of a lake. A concentration of 0.5 ppm
active ingredient will provide good recovery of
most species of fish in acidic  or slightly alkaline
waters.  If bullheads  and  carp are suspected of
being present, however, a concentration  of 0.7
ppm active  ingredient  is recommended.  If the
water is turbid and strongly alkaline, and resist-
ant species (i.e.,  carp and bullheads) are present,
use 1-2 ppm. To obtain  a rapid kill, local  con-
centrations of 2  ppm can be used; however,  cau-
tion is advised because rotenone  dispersed  into
peripheral water areas may kill fish as long as the
concentration is above 0.1 ppm.
  A very efficient method of applying emulsion
products is to pump the emulsion from a drum
mounted in the bottom of a boat. The emulsion
is suctioned by a venturi pump (Amundson boat
bailer) clamped  on  the  outboard motor. The
flow can be metered by a valve at the drum hose
connection. This method gives good dispersion
of the chemical and greater boat handling safety,
since  the  heavy  drum can be mounted in the
bottom of a boat rather than above the gun-
wales, as required for gravity flow.
  Spraying  equipment  needed  to  apply  a
rotenone emulsion efficiently varies according to
the size of the job. For small areas of not more
than a few acres, a portable hand pump ordinar-
ily used  for  garden spraying or  fire fighting  is
sufficient. The same size pump is also ideal for
sampling the population of a small area.
  A  power-driven pump  is recommended for a
large-scale or long-term  sampling program.  A
detailed description of spraying  equipment can
be found in Mackenthun and Ingram (1967).
The  capacity of the pump need not be greater
than 200 liters per minute. Generally speaking, a
1-1/2 H.P. engine is adequate.
  The power application of rotenone emulsives
requires a pressure  nozzle, or  a spray boom,  or
both, and sufficient plumbing and hose to con-
nect with the pump.  The suction line of the
pump  should be split by a  "Y" to attach two
intake lines.  One  line  is used  to supply the
toxicant from the drum, and  the other line,  to
supply water from the lake or embayment. The
valves are adjusted so the water and toxicant are
drawn into the pumping system in the desired
proportion and mixed.
   In  sampling a stream, select  a 30- to 100-
meter  reach  depending on the depth and width
of the stream; measure the depth of the section
selected, calculate the area, and determine the
amount of chemical required. Block off the area
upstream and  downstream  with seines. To
detoxify the area downstream  from the rote-
none,  use potassium permanganate. Care must
be  exercised,  however,  because potassium
permanganate is toxic to fish at about 3 ppm.

2.2.5  Hook and line
   Fish collection by hook  and line  can be  as
simple as using a hand-held rod or trolling baited

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                                                                              FISH SAMPLING
hooks or other lures, or it may take the form of
long trot lines or set lines  with many baited
hooks. Generally speaking, the hook and line
method  is  not  acceptable  for  conducting  a
fishery survey, because it is too highly selective
in the  size and species captured  and the catch
per unit of effort is too low.  Although it can
only be used  as a supporting technique, it may
be the best method to obtain a few adult speci-
mens  for  heavy  metal analysis,  etc., where
sampling with other gear is impossible.

2.3  Passive Sampling Techniques

2.3.1  Entanglement nets
  Gill and trammel nets  are used extensively to
sample fish populations in estuaries, lakes, reser-
voirs, and larger rivers.
  A gill net is usually set as an upright fence of
netting and  has  a  uniform  mesh  size.  Fish
attempt to swim  through the net and are caught
in the  mesh  (Figure 4). Because  the size of the
mesh determines  the species and  size  of the fish
to be caught, gill nets are considered selective.
The most versatile type  is an  experimental gill
net consisting  of five  different  mesh size sec-
tions. Gill nets can be set at the surface, in mid-
water,  or  at the bottom,  and  they can  be
operated as stationary or movable gear. Gill nets
made of multifilament or  monofilament nylon
are recommended. Multifilament nets cost less
and are  easier to use, but monofilament nets
generally capture more fish. The floats and leads
usually supplied with the nets can cause net en-
tanglement.  To reduce this problem, replace the
individual floats with a float line made with a
core of  expanded  foam and  use a lead-core
leadline instead of individual lead weights.
  The  trammel net  (Figure  5) has a layer  of
large mesh netting on each side of loosely-hung,
smaller  gill  netting.  Small fish are captured in
the gill netting and large fish are captured in a
"bag"  of the  gill netting that  is  formed as the
smaller-mesh gill netting is pushed through  an
opening  in  the  larger-mesh  netting. Trammel
nets are  not used as extensively  as are gill nets
in sampling fish.
  Results for  both  nets are expressed as the
number or weight of fish taken per length of net
per day.
  Stationary gill and trammel nets are fished at
right angles to suspected fish movements and at
any depth from the surface to the bottom. They
may be held in place  by poles or anchors. The
anchoring method must hold the net in position
against any unexpected water movements  such
as, runoff, tides, or seiches.
  Drifting  gill or trammel nets are also set and
fished the  same as stationary gear, except that
they are not held in  place but are allowed  to
drift with  the  currents. This method requires
constant surveillance  when  fishing.  They are
generally set for a short period of time, and if
currents are too great, stationary gear is used.
  The  use  of  gill nets in the  estuaries  may
present  special  problems,  and consideration
should be given to tidal currents, predation, and
optimum  fishing time, and to  anchors, floats,
and line.
  The gunnels of any boat used in  a net fishing
operation should be free of rivets, cleats, etc., on
which the net can catch.

2.3.2  Entrapment devices

  With entrapment devices, the fish enter an en-
closed  area (which may  be  baited) through  a
series of one or more funnels and cannot escape.
  The hoop net and trap net are the most com-
mon types of entrapment devices used in fishery
surveys. These  traps are  small enough to be de-
ployed from a small open boat and are relatively
simple  to  set.  They  are held in place  with
anchors or poles  and are used in water  deep
enough to cover the nets, or to a depth up to 4
meters.
  The  hoop net (Figure 6)  is  constructed by
covering hoops  or frames with netting. It has
one or more internal funnels and does not  have
wings or a lead.  The first two sections can be
made  square to prevent the net from rolling in
the currents.
  The  fyke  net (Figure 7) is a hoop  net  with
wings,  or a lead, or both attached to the first
frame.  The second and  third frames  can  each
hold funnel  throats, which prevent  fish from
escaping as they  enter each section. The oppo-
site (closed)  end of the net may be tied with a
slip cord to facilitate fish removal.

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BIOLOGICAL METHODS
                              Figure 4. Gill net. (From Dumont and Sundstrom, 1961.)
                            Figure 5. Trammel net. (From Dumont and Sundstrom, 1961.)




                                                  8

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                                                            FISH SAMPLING
 Figure 6. Hoop net. (From Dumont and Sundstrom, 1961.)
Figure 7. Fyke net. (From Dumont and Sundstrom, 1961.)




                       9

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BIOLOGICAL METHODS
  Hoop nets are fished in rivers and other waters
where  fish  move in  predictable  directions,
whereas the  fyke  net is used when  fish move-
ment is more random such as in lakes, impound-
ments, and estuaries. Hoop and fyke nets can be
obtained with hoops from 2 to 6 feet (0.6 to 1.8
meters) in diameter, but any net over 4 feet (1.2
meters) in  diameter is too large to be used in a
fishery survey.
  Trap nets use the same principle as hoop nets
for capturing fish, but their construction is more
complex. Floats and  weights instead of hoops
give the net its shape. The devices are expensive,
require  considerable experience, and are fished
in waters deep enough to cover them.
  One of the most simple types is the minnow
trap, usually  made  of wire mesh or glass, with a
single inverted funnel. The bait is suspended in a
porous bag. A  modification of this type is the
slat  trap; this  employs long wooden slats in a
cylindrical  trap, and  when baited with cheese
bait, cottonseed cake, etc.,  it is used very suc-
cessfully in  sampling  catfish  in  large  rivers
(Figure 8).
  Most fish can be sampled by setting trap and
hoop nets  of varying mesh sizes in a variety of
habitats. Hoop and trap nets are made of cotton
or nylon, but nets made of nylon have a longer
life and  are lighter  when wet.  Protect  cotton
nets from decay by treatment. Catch is recorded
as numbers or weight per unit of effort, usually
fish per net day.

3.0  SAMPLE PRESERVATION
  Preserve fish in the field in  10 percent forma-
lin. Add 3 grams borax and 50 ml glycerin per
liter of formalin. Specimens larger  than 7.5 cm
should be slit on the side at  least  one-third of
the  length of the body  cavity to  permit  the
preservative to bathe the internal organs. Slit the
fish  on the right  side,  because the left side is
generally used for measurements, scale sampling,
and photographic records.
  Fixation may  take from a few  hours  with
small specimens to a week or more with large
forms. After fixation, the fish may be washed in
running water or by several changes of water for
at least 24  hours and  placed in  40  percent
isopropyl alcohol.  One change of alcohol is
necessary to remove the last traces of formalin.
Thereafter, they may be permanently preserved
in the 40 percent isopropyl alcohol.
                          Figure 8. Slat trap. (From Dumont and Sundstrom, 1961.)

                                              10

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                                                                         FISH IDENTIFICATION
4.0  SAMPLE ANALYSIS

4.1  Data Recording
  The sample records should include collection
number, name of water body, date, locality, and
other pertinent information associated with the
sample. Make adequate field  notes for each col-
lection. Write with water-proof ink and paper to
ensure a permanent record. Place the label inside
the container with the specimens and have the
label bear the same number or designation as the
field notes, including the  locality, date, and col-
lector's name. Place a numbered tag on the out-
side of the container to make it easier to find a
particular collection. Place any detailed observa-
tions about a collection on the field data sheet.
Record fishery  catch data in  standard units such
as number or weight per  area or unit of effort.
Use the metric system for  length and weight
measurements.

4.2  Identification

  Proper identification of fishes to species is im-
portant in analysis of the  data for water quality
interpretation.  A  list of  regional and  national
references for fish identification is located at the
end of  this  chapter. Assistance  in confirming
questionable  identification  is available   from
State,  Federal,  and university fishery scientists.

4.3  Age, Growth, and Condition
  Changes in water quality can be detected by
studying the  growth rate  of  fishes.  Basic
methods used to determine the age and growth
offish include:

  • Study of fish length-frequencies, and
  • Study  of seasonal ring formations in hard
    bony parts such as scales and  bones.

  The length-frequency   method of  age  deter-
mination depends on the fact that fish size varies
with age. When the number of fish per length
interval is plotted on graph paper, peaks gen-
erally appear for each age group. This method
works best for young fish.
  The  seasonal ring-formation method depends
on  the fact that fish are  cold-blooded animals
and the rates of their body processes are affected
by the temperature  of the water in which they
live. Growth is rapid  during the warm season and
slows greatly or stops in winter.  This seasonal
change in growth rate of fishes is often reflected
in zones or bands (annual rings)  in hard bony
structures, such as scales, otoliths (ear stone),
and vertebrae.  The  scales of fish  may indicate
exposure  to  adverse conditions such as injury,
poor  food supply, disease,  and possibly water
quality.
  Note the general well being of  the fish — do
they  appear  emaciated? diseased  from fungus?
have  open sores, ulcers, or fin rot? parasitized?
Check the gill condition, also. Healthy fish will
be active  when handled, reasonably plump, and
not diseased. Dissect a few specimens and check
the internal organs for disease or  parasites.  The
stomachs  can be checked at this time to deter-
mine  if the fish are actively feeding.

5.0  SPECIAL TECHNIQUES

5.1  Flesh Tainting
Sublethal concentrations of chemicals, such as
phenols, benzene, oil,  2, 4-D, are  often respon-
sible  for imparting an unpleasant taste to  fish
flesh, even when present in very low concentra-
tions. Flesh tainting is nearly as detrimental to
the fisheries as a complete kill.
  A   method has  been developed  (Thomas,
1969) in which untainted fish are placed in cages
upstream  and downstream from suspected waste
sources. This procedure will successfully relate
the unacceptable flavor  produced in native fish
if exposed to a particular waste source.
  To  ensure  uniform taste quality before expo-
sure,  all fish are held in pollution-free water for
a 10-day  period. After this period, a minimum
of three fish  are cleaned and frozen with dry ice
as control fish. Test  fish are  then  transferred to
the test sites, and a minimum of three fish are
placed in each portable cage. The  cages are sus-
pended at a depth  of 0.6 meter  for  48 to 96
hours.
  After exposure, the fish are dressed, frozen on
dry ice, and stored to 0°F until tested. The con-
trol and  exposed samples are shipped to a fish-
tasting panel, such  as is available at the  food
science and technology departments in many of
                                              11

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BIOLOGICAL METHODS
the major universities, and treated as follows: (a)
The fish are washed, wrapped in aluminum foil,
placed on slotted, broiler-type pans, and cooked
in a gas oven  at 400°F for 23 to 45 minutes
depending on  the size  of the fish,  (b)  Each
sample  is  boned  and the  flesh is flaked and
mixed to  ensure a uniform sample,  (c)  The
samples  are  served  in coded  cups  to judges.
Known and coded references or control samples
are included in each test. The judges score the
flavor and  desirability  of each sample on a point
scale. The  tasting agency will establish a point
on the scale designated as the acceptable and
desirable level.

5.2  Fish Kill Investigations
   Fish  mortalities result  from  a variety of
causes,  some  natural  and  some  man-induced.
Natural fish kills are caused by phenomena such
as  acute  temperature  change,  storms, ice and
snow cover,  decomposition  of natural organic
materials,  salinity  changes,  spawning  mortali-
ties, and bacterial, parasitic, and viral epidemics.
Man-induced fish kills  may be  attributed to
municipal or industrial  wastes,  agricultural
activities, and  water manipulations. Winter kills
occur  in  northern areas where ice on shallow
lakes and  ponds becomes covered with snow,
and  the  resulting  opaqueness  stops photo-
synthesis.  The algae  and  vascular  plants die
because of insufficient light, and their decompo-
sition results in oxygen depletion. Oxygen deple-
tion and  extreme pH variation can be caused
also by  the  respiration  or  decay  of algae and
higher plants  during  summer  months in  very
warm weather.  Kills resulting from such causes
are often associated with a series of cloudy days
that follow a period of hot, dry, sunny days.
   Occasionally  fish may be killed  by  toxins
released  from  certain species of  living or de-
caying  algae  that reached high population
densities because of  the increased fertility re-
sulting from organic pollution.
   Temperature changes,  either natural or the
result of  a  heated water discharge, will  often
result in fish kills. Long periods of very warm,
dry weather may raise water temperatures above
lethal  levels for  particular  species.  A wind-
induced  seiche  may  be  hazardous  to certain
temperature-sensitive, deep-lake, cold-water fish,
or fish of shallow coastal waters.
  Disease, a dense infestation of  parasites,  or
natural death of weakened fish at spawning time
must  always  be  suspected  as   contributory
factors in  fish mortalities.
  Explosions,  abrupt water  level  fluctuations,
hurricanes, extreme turbidity or  siltation, dis-
charges of toxic  chemicals, certain insecticides,
algicides,  and herbicides may each cause fish
kills.
  Recent  investigations  in Tennessee   have
shown that the leaking of small amounts of very
toxic chemicals  from  spent pesticide-containing
barrels used as floats for piers and diving rafts in
lakes and reservoirs can produce extensive fish
kills.
  Fish die of old age, but the number so af-
flicted at any one time is usually small.
  All possible speed  must be exercised in con-
ducting the initial phases  of any fish kill investi-
gation because fish disintegrate rapidly in hot
weather and the cause of death may disappear or
become unidentifiable within minutes. Success
in solving a fish kill problem is usually related to
the speed with which investigators can arrive at
the scene after a  fish kill begins.  The speed of
response in the  initial investigation is enhanced
through the training of qualified personnel who
will report immediately the location of observed
kills,  the  time that the kill was first observed,
the general kinds of organisms affected, an esti-
mate of the number of dead fish involved, and
any unusual phenomena associated with the kill.
   Because there is always the possibility of legal
liability  associated  with  a  fish  kill, lawyers,
judges,  and juries may scrutinize the investiga-
tion report. The  investigation, therefore, must
be made with great care.
                                              12

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                                                                                                            FISH KILLS
6.0  REFERENCES
Blair, A. A. 1958. Back-pack shocker. Canad. Fish Cult. No. 23, pp. 33-37.
Bowers, C. C. 1955. Selective poisoning of gizzard shad with rotenone. Prog. Fish-Cult. 17(3):134-135.
Cohen, J. M., Q. H. Pickering, R. L. Woodward, and W. Van Heruvelen. 1960. The effect of fish poisons on water supplies. JAWWA,
  52(12):1551-1566.
Cohen, J. M., Q. H. Pickering, R. L. Woodward, and W. Van Heruvelen. 1961. The effect of fish poisons on water supplies. JAWWA,
  53(12)Pt. 2:49-62.
Dumont, W. H., and G. T. Sundstrom. 1961. Commercial fishing gear of the United States. U.S. Fish and Wildlife Circular No. 109.
  U.S. Government Printing Office, Washington, D.C., 61 pp.
Fisher, K. C. 1950. Physiological considerations involved in electrical methods of fishing. Canad. Fish Cult. No. 9, pp. 26-34.
Frankenberger, L. 1960.  Applications of a boat-rigged direct-current shocker on lakes and streams in  west-central Wisconsin. Prog.
  Fish-Cult.  22(3): 124-128.
Funk, J. L. 1947. Wider application of electrical fishing method of collecting fish. Trans. Amer. Fish. Soc. 77:49-64.
Haskell, D. C., and W. F. Adelman, Jr. 1955. Effects of rapid direct current pulsations on fish. New York  Fish Game J.  2(1):95-105.
Haskell, D. C., D. Geduldiz, and E. Snolk. 1955. An electric trawl. New York Fish Game J. 2(1): 120-125.
Holton, G. D. 1954. West  Virginia's  electrical fish collecting methods. Prog. Fish-Cult. 16(1): 10-18.
Hooper, F. 1960. Pollution control by chemicals  and some resulting problems. Trans. Second Seminar on Biol. Problems in Water
  Pollution, April 20-24, USPHS, Robert A. Taft San. Engr. Ctr., Cincinnati, p241-246.
Krumholz, L. A. 1948. The Use of Rotenone in Fisheries Research J. Wildl. Mgmt. 12(3):305-317.
Larimore, R. W. 1961. Fish population and electrofishing success in a warm water stream. J. Wildl. Mgmt. 25(1):1-12.
Larimore, R. W., L. Durham, and G. W. Bennett.  1950. A modification of the electric fish shocke.- for Lake Work.  J. Wildl. Mgmt.
  14(3):320-323.
Latta, W. C., and G. F. Meyers. 1961. Night use of a D C electric shocker to collect trout in lakes. Trans.  Amer. Fish.Soc. 90(l):81-83.
Lennon, R. E. 1959. The electrical resistivity in fishing investigations. U.S. Fish Wildl. Serv., Spec. Sci, Rept. Fish. No. 287, pp. 1-13.
Lennon, R. E. 1961. A fly-rod electrode system for  electrofishing. Prog. Fish-Cult.  23(2):92-93.
Loeb, H. A. 1955. An electrical surface device for crop control and fish collection in lakes. New York Fish Game J.  2(2):220-221.
McCrimmon, H. R., and A.  H. Berst. 1963. A portable A C  - D C backpack fish shocker designed for  operation in Ontario streams.
  Prog. Fish-Cult. 25(3): 159-162.
Mackenthun, K. M. 1969.  The practice of water pollution biology. USDI, FWPCA,  281 pp.
Mackenthun, K. M., and W. M. Ingram. 1967. Biological associated problems in freshwater environments,  their identification, investiga-
  tion and control. USDI,  FWPCA, 287 pp.
Massman,  W. H.,  E. C. Ladd, and  H. N. McCutcheon. 1952. A surface trawl for sampling young fishes in tidal rivers. Trans. North
  Amer. Wildl. Conf. 17:386-392.
Pratt, V. S. 1951. A measure of the efficiency of alternating and direct current fish shockers. Trans. Amer. Fish.Soc. 81(l):63-68.
Rollefson, M. D. 1958. The development and evaluation of interrupted direct current electrofishing equipment. Wyo. Game Fish Dept.
  Coop. Proj. No. 1. pp. 1-123.
Rollefson, M. D. 1961. The development of improved electrofishing equipment. In: Proc. Forty-first Ann. Conf. West.Assoc. St. Game
  and Fish Comm. pp.218-228.
Rounsefell, G. A., W. H. Everhart. 1953. Fishery science: Its  methods and applications. John Wiley and Sons, New York.
Seehorn, M. E. 1968. An  inexpensive backpack shocker for one man use. In:  Proc. 21st. Ann. Conf. Southeastern Assoc. Game and
  Fish Comm. pp. 516-524.
Stubbs, J. M. 1966. Electrofishing,  using a boat as the negative. In:  Proc. 19th  Ann. Conf. Southeastern Assoc. Game and Fish Comm.
  pp. 236-245.
Tebo, Jr., L. B. 1965. Fish population sampling studies at water pollution surveillance system stations on the Ohio, Tennessee, Clinch
  and Cumberland Rivers. Applications and development Report No. 15, Div. Water Supply and Pollution Control,  USPHS. Cincinnati.
  79pp.
Thomas, N. 1969. Flavor of Ohio River channel catfish (Ictalarus punctatus Raf.).USEPA. Cincinnati. 19 pp.
Trent, W. L. 1967. Attachment of hydrofoils  to otter boards for taking surface samples of juvenile fish  and shrimp. Ches. Sci.
  8(2):130-133.
                                                           13

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BIOLOGICAL METHODS
7.0  BIBLIOGRAPHY

7.1  General References

Allen, G. H., A. C. Delacy, and D. W. Gotshall. 1960. Quantitative sampling of marine fishes — A problem in fish behavior and fish
 gear. In: Waste Disposal in the Marine Environment. Pergamon Press, pp 448-511.
American Public Health Association et al.  1971.  Standard methods for the examination of water and wastewater. 13th ed. APHA,
 New York. pp. 771-779.
Breder, C. M., and D. E. Rosen. Modes of reproduction in fishes. Amer. Mus. Natural History, Natural History Press, New York. 941
 PP-
Calhoun, A., ed. 1966. Inland fisheries management. Calif. Dept. Fish and Game, Sacramento. 546 pp.
Carlander, K. D.  1969. Handbook of freshwater  fishery; Life history data on freshwater of the U.S. and Canada, exclusive of the
 Perciformes, 3rd ed. Iowa State Univ. Press, Ames. 752 pp.
Curtis, B. 1948. The Life Story of the Fish. Harcourt, Brace and Company, New York. 284 pp.
Gushing, D. H. 1968. Fisheries biology. A study in population dynamics. Univ. Wis. Press, Madison. 200 pp.
FAO. 1964. Modern fishing gear of the world: 2. Fishing News (Books) Ltd., London. 603 pp.
Green, I. 1968. The biology of estuarme animals. Univ. Washington, Seattle. 401 pp.
Hardy, A. 1965. The open sea. Houghton Mifflin Company, Boston. 657 pp.
Hynes, H. B. N. 1960. The biology of polluted water. Liverpool Univ. Press, Liverpool. 202 pp.
Hynes, H. B. N. 1970. The ecology of running waters. Univ. Toronto Press. 555 pp.
Jones, J.  R. E. 1964. Fish and river pollution. Butterworths, London. 203 pp.
Klein, L. 1962. River pollution 2: causes and effects. Butterworths, London. 456 pp.
Lagler, K, F. 1966. Freshwater fisheries biology. William C. Brown Co., Dubuque. 421 pp.
Lagler, K. F., J. E. Bardach, and R. R.  Miller. 1962. Ichthyology.  The study of fishes. John Wiley and Sons Inc., New York and
 London. 545 pp.
Macan, T. T. 1963. Freshwater ecology. John Wiley and Sons, New York. 338 pp.
Marshall, N. B. 1966. Life of fishes. The World Publ. Co., Cleveland and New York. 402 pp.
Moore, H. B. 1965. Marine ecology. John Wiley and Sons, Inc.,  New York. 493 pp.
Reid, G. K. 1961. Ecology of inland waters and estuaries. Reinhold Publ. Corp., New York. 375 pp.
Ricker, W. E. 1958. Handbook of computations for biological statistics of fish populations. Fish. Res. Bd. Can. Bull. 119. 300 pp.
Ricker, W. E. 1968. Methods for the assessment of fish production in fresh water. International Biological Program Handbook No.  3.
 Blackwell Scientific Publications, Oxford and Edinburgh  326 pp.
Rounsefell, G. A., and W. H. Everhart 1953. Fishery science, its methods and applications. John Wiley & Son, New York. 444 pp.
Ruttner, F. 1953. Fundamentals of limnology. Univ. Toronto Press, Toronto. 242 pp.
Warren, C. E. 1971. Biology and water pollution control. W. B.  Saunders Co., Philadelphia. 434 pp.
Welch, P. S. 1948. Limnological methods. McGraw-Hill, New York. 381 pp.

7.2  Electrofishing

Applegate, V. C.  1954. Selected bibliography on applications of electricity in fishery science. U.S.  Fish and Wildl. Serv., Spec. Sci.
  Rept. Fish. No. 127. pp. 1-55.
Bailey, J. E., et al. 1955. A direct current fish shocking technique. Prog. Fish-Cult. 17(2):75.
Burnet, A. M. R. 1959. Electric fishing with pulsatory electric current.  New Zeal. J. Sci. 2(1)'48-56.
Burnet, A. M. R. 1961. An electric fishing machine with pulsatory direct current. New Zeal. J. Sci.  4(1):151-161.
Dale, H. B. 1959.  Electronic fishing with underwater pulses. Electronics, 52(l):l-3.
Elson, P. F. 1950. Usefulness of electrofishing methods. Canad. Fish Cult. No. 9, pp. 3-12.
Halsband, E. 1955. Untersuchungen uber die Betaubungsgrenzimpulzaheln vor schiedener suswasser Fische. Archiv. fur Fishereiwis-
  senschaft, 6(l-2):45-53.
Haskell, D. C. 1939. An electrical method of collecting fish. Trans. Amer. Fish.Soc. 69:210-215.
Haskell, D. C. 1954. Electrical fields as applied to the operation of electric fish shockers. New York Fish Game J. 1(2): 130-170.
Haskell,  D. C.,  and R. G. Zilliox.  1940.  Further developments of the electrical methods of collecting fish. Trans. Amer. Fish. Soc.
  70:404-409.

                                                           14

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                                                                                                    FISH REFERENCES
Jones, R. A. 1959. Modifications of an alternate-polarity electrode. Prog. Fish-Cult. 21 (1):3942.
Larkins, P. A. 1950. Use of electrical shocking devices. Canad. Fish. Cult., No. 9, pp. 21-25.
Lennon,  R. E., and P. S.  Parker.  1955.  Electric  shocker developments on  southeastern trout waters.  Trans. Amer. Fish. Soc.
  85:234-240.
Lennon, R. E., arid P. S. Parker. 1957. Night collection of fish with electricity. New York Fish Game J. 4(1):109-118.
Lennon, R. E., and P. S. Parker. 1958. Applications of salt in electrofishing. Spec. Sci. Rept., U.S. Fish Wildl. Serv. No. 280.
Ming, A. 1964a. Boom type electrofishing device for sampling fish populations in Oklahoma waters. Okla. Fish. Res. Lab., D-J Federal
  Aid Proj. FL-6, Semiann. Rept. (Jan-June, 1964). pp. 22-23.
Ming, A.  I964b.  Contributions to a bibliography on the construction, development, use and effect', of electrofishing devices. Okla.
  Fish. Res. Lab., D-J Federal Aid Proj. FL-6, Semiann. Rept. (Jan.-June, 1964). pp. 33-46.
Mo nan, G. E., and D.  E.  Engstrom.  1962. Development of a  mathematical relationship betweei,  electn-field parameters and the
  electrical characteristics offish. U.S. Fish Wildl. Serv., Fish. Bull. 63(1): 123-136.
Murray, A. R. 1958. A direct current electrofishing apparatus using separate excitation. Canad. Fish Cult., No. 23, pp. 27-32.
Northrop, R. B. 1962. Design of a pulsed DC-AC shocker. Conn. Bd. Fish and Game, D-J Federal Aid Proj. F-25-R, Job No. 1.
Omand, D. N. 1950. Electrical methods of fish collection. Canad.  Fish Cult. No. 9, pp. 13-20.
Petty, A.C. 1955. An alternate-polarity electrode. New York Fish Game J. 2(1): 114-119.
Ruhr, C. E. 1953. The electric shocker in Tennessee. Tenn. Game  Fish Comm. (mimeo). 12 pp.
Saunders,  J. W., and M. W. Smith.  1954. The effective use of a direct current fish shocker in a Prince Edward Island stream.  Canad.
  Fish. Cult., No. 16, pp. 42-49.
Schwartz, F. J. 1961. Effects of external forces on aquatic organisms. Maryland Dept. Res. Edu., '  ;\sapeake Biol. Lab.,Contr. No.
  168, pp. 3-26.
Smith, G.  F. M., and P. F. Elson. 1950. A-D.C. electrical fishing apparatus. Canad. Fish Cult., No. 9, pp. 3446.
Sullivan, C. 1956. Importance of size grouping in population estimates employing electric shockers. Pro;;. Fish-Cult. 18(4):188-PO.
Taylor, G. N. 1957. Galvanotaxic response offish to pulsating D.C. J. Wildl. Mgmt.  21(2)-201-213.
Thompson, R. B. 1959. The use of the transistorized pulsed direct current fish shocker in assessing populations of resident fishes. In:
  Proc. Thirty-ninth Ann. Conf. West. Assoc. St. Fish and Game Comm. pp. 291-294.
Thompson, R. B. 1960. Capturing tagged red salmon with pulsed direct current. U.S. Fish Wildl. Serv., Spec. Sci. Rept.  - Fish, No.
  355, 10pp.
Vibert, R., ed. 1967. Fishing with electricity - Its applications to biology and management. European Inland Fish Adv. Comm. FAO,
  United Nations, Fishing News (Books) Ltd. London, 276 pp.
Webster, D. A., J.  L. Forney, R. H. Gibbs, Jr., J. H. Severns, and W. F. Van Woert. 1955. A comparison of alternating and direct electric
  currents in fishery work. New York Fish Game J. 2(1) 106-113.
Whitney, L. V., and R. L. Pierce. 1957. Factors controlling the input of electrical energy into a fish in an electrical field. Limnol,
  Oceanogr. 2(2):55-61.

7.3   Chemical Fishing

Hester, F. E. 1959.  The tolerance of eight species of warm-water fishes to certain rotenone formulations. In: Proc. 13th Ann. Conf.
  Southeastern Assoc. Game and Fish Comm.
Krumholz, L. A. 1950. Some practical considerations in the use of rotenone in fisheries research. J. Wildl. Mgmt., vol.  14.
Lawrence, J. M. 1956. Preliminary results on the use of  potassium permanganate  to counteract the el1  cts of rotenone on fish. Prog.
  Fish-Cult. 18(1):15-21.
McKee, J.  E., and H. W. Wolf, eds. 1963. Water quality criteria. 2nd ed. Calif. Water Quality Control Be :rd Publ. 3A.
Ohio River Valley Water Sanitation Commission. 1962. Aquatic life resources of the Ohio River, pp. 7 "',-84.
Post, G. 1955. A simple chemical test for rotenone in water.Prog.  Fish-Cult. 17(4) 190-19'.
Post, G. 1958. Time vs.  water temperature in rotenone dissipation. In: Proc. 38th Ann. Conf. Game and Fish Comm. pp. 279-284.
Solman, V. E. F. 1949. History and use of fish poisons in the United States. Dominion Wildlife Service. O"   _,. 15 pp.
Sowards, C. L. 1961. Safety as  related to the  use of chemicals and electricity in fishery managp'-'     U.S. Fish and Wildl. Serv., Bur.
  Sport Fish and Wildl., Branch Fish Mgt., Spearfish. South Dakota. 33 pp.
Tanner, H. A., and M. L. Hayes. 1955. Evaluation of toxaphene as a fish poison. Colo. Coop.  Fish. Res. Unit, Quar. Rep. 1(3-4): 31-39.
Turner, W. R. 1959. Effectiveness of various rotenone-containing preparations in eradicating farm pond fish populations. Kentucky
  Dept. Fish and Wildl. Res., Fish. Bull. No. 25, 22 pp.
Wilkins, L. P. 1955. Observations on the field use of cresol as a stream-survey method. Prog. Fish-Cult.  17:85-86.

                                                           15

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BIOLOGICAL METHODS


7.4   Fish Identification

General:

Bailey, R. M., et al. 1970. A list of common and scientific names of fishes from the United States and Canada. 3rd ed. Spec. Publ.
  Amer. Fish. Soc. No. 6. 149 pp.
Blair, W. F., and G. A. Moore. 1968. Vertebrates of the United States. McGraw Hill, New York. pp. 22-165.
Eddy, S. 1957. How to know the fresh-water fishes. Wm. C. Brown Co., Dubuque. 253 pp.
Jordan, D. S., B. W. E\ermann, and H. W. Clark. 1955. Check  list of the fishes and fish like vertebrates of North and Middle America
  north of the northern boundary of Venezuela and Colombia. U.S. Fish Wildl. Ser., Washington, D.C. 670 pp.
LaMonte, F. 1958. North American game fishes. Doubleday, Garden City, N.Y. 202 pp.
Morita, C. M. 1953, Freshwater fishing in Hawaii. Div. Fish Game. Dept. Land Nat. Res., Honolulu. 22 pp.
Perlmutter, A. 1961. Guide to marine fishes. New York Univ. Press, New York. 431 pp.
Scott, W. B., and E. J. Crossman. 1969.  Checklist of Canadian freshwater fishes with keys of identification. Misc. Publ. Life Sci. Div.
  Ontario Mus. 104 pp.
Thompson, J. R., and S. Springer. 1961.  Sharks, skates, rays, and chimaeras. Bur. Comm. Fish., Fish Wildl. USDI Circ. No. 119, 19 pp.

Marine: Coastal Pacific

Baxter, J.L.I 966. Inshore fishes of California. 3rd rev. Calif. Dept. Fish Game, Sacramento. 80 pp.
Clemens, W. A., and G. V.Wilby. 1961. Fishes of the Pacific coast of Canada. 2nd ed. Bull. Fish. Res. Bd. Can. No. 68. 443 pp.
McAllister, D. E. 1960. List of the marine fishes of Canada. Bull. Nat. Mus. Canada No. 168; Biol. Ser. Nat. Mus. Can. No. 62. 76 pp.
McHugh, J. L. and J. E. Fitch. 1951.  Annotated list of the clupeoid fishes of the Pacific Coast from Alaska to Cape San Lucas, Baja,
  California. Calif. Fish Game, 37:491-95.
Rass, T. S., ed.  1966. Fishes of the Pacific and Indian Oceans;Biology and distribution. (Translated from Russian). Israel Prog, for Sci.
  Translat., IPST Cat. 1411; TT65-50120;Trans Frud. Inst. Okeaual. 73. 266 pp.
Roedel, P. M. 1948. Common marine fishes of California. Calif. Div. Fish Game Fish Bull. No. 68.  150 pp.
Wolford, L. A. 1937. Marine game fishes of the Pacific Coast from Alaska to the Equator. Univ.  Calif. Press, Berkeley. 205 pp.


Marine: Atlantic and  Gulf of Mexico

Ackerman, B. 1951. Handbook of fishes of the Atlantic seaboard. American Publ. Co., Washington, D.C.
Bearden, C. M. 1961. Common marine fishes of South Carolina.  Bears Bluff Lab. No. 34, Wadmalaw Island, South Carolina.
Bigelow,H.B.,andV/. C. Schroeder. 1953. Fishes of the gulf of Maine. Fish. Bull. No. 74. Fish Wildl. Serv. 53:577 pp.
Bigelow, H. B. and W. C. Schroeder. 1954. Deep water elasmobranchs and chimaeroids  from the northwestern slope. Bull. Mus. Comp.
  Zool. Harvard College, 112:37-87.
Bohlke, J. E.,and C. G. Chaplin. 1968. Fishes of the Bahamas and  adjacent tropical waters. Acad. Nat. Sci. Philadelphia. Livingston
  Publishing Co., Wynnewood, Pa.
Breder, C. M., Jr.  1948. Field book of marine fishes of the Atlantic Coast from Labrador to Texas. G. P. Putnam and Sons, New York.
  332pp.
Casey, J. G. 1964. Angler's guide to sharks of the northeastern United States, Maine to Chesapeake Bay. Bur. Sport Fish. Wildl. Cir.
  No. 179, Washington, D.C.
Fishes of the western North Atlantic.  1,1948-Mem. Sears Fdn., Mar. Res. 1.
Hildebrand, S. R.,andW. C. Schroeder. 1928. Fishes of Chesapeake Bay. U.S. Bur. Fish. Bull. 43:1-366.
Leim, A. H., and W. B. Scott. 1966. Fishes of the Atlantic Coast of Canada. Bull. Fish. Res. Bd. Canada. No. 155.485 pp.
McAllister, D. E. 1960. List of the marine fishes of Canada. Bull. Nat. Mus. Canada No. 168;Biol. Ser. Nat. Mus. Can. No. 62. 76 pp.
Pew, P. 1954. Food and game fishes of the Texas Coast. Texas Game Fish Comm. Bull. 33.68 pp.
Randall, J. E. 1968. Caribbean reef fishes. T. F. H. Publications, Inc.,Jersey City.
Robins, C. R. 1958. Check  list of the Florida game and commercial marine fishes, including those of the Gulf of Mexico and the West
  Indies, with approved common names. Fla. State Bd. Conserv. Educ. Ser  12. 46 pp.
Schwartz, F. J. 1970. Marine fishes common to North Carolina.  North Car. Dept. Cons. Develop., Div. Comm. Sport  Fish. 32 pp.
Taylor, H. F. 1951. Survey of marine fisheries of North Carolina. Univ. North Car. Press, Chapel Hill.

                                                          16

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                                                                                                 FISH REFERENCES
Freshwater: Northeast
Bailey, R. M. 1938. Key to the fresh-water fishes of New Hampshire. In: The fishes of the Merrimack Watershed. Biol. Surv. of the
  Merrimack Watershed. N. H. Fish Game Dept., Biol. Surv. Kept. 3. pp. 149-185.
Bean, T. H. 1903. Catalogue of the fishes of New York. N. Y. State Mus. Bull. 60. 784 pp.
Carpenter, R. G., and H. R. Siegler. 1947. Fishes of New Hampshire. N.H. Fish Game Dept. 87 pp.
Elser, H. J.  1950. The common fishes of Maryland - How to tell them apart. Publ. Maryland Dept. Res. Educ. No. 88. 45 pp.
Everhart, W. H. 1950. Fishes of Maine. Me. Dept. Inland Fish Game. (ii). 53 pp.
Greeley, J.  R., et al. 1926-1940. (Various papers on the fishes of New York.) In: Biol. Surv. Repts, Suppl. Ann. Rept., N.Y. St  Cons.
  Dept.
McCabe, B. C. 1945. Fishes. In: Fish. Sur. Rept. 1942. Mass. Dept. Cons7pp. 30-68.
Van Meter, H. 1950. Identifying fifty prominent fishes of West Virginia. W. Va. Cons. Comm. Div. Fish Mgt. No. 3. 45 pp.
Whiteworth, W. R., R. L. Berrieu, and W. T. Keller. 1968. Freshwater fishes of Connecticut. Conn. State Geol. Nat. Hist. Surv. Bull.
  No. 101. 134pp.

Freshwater: Southeast
Black, J. D, 1940. The distribution of the fishes of Arkansas. Univ. Mich. Ph.D. Thesis. 243 pp.
Briggs, J. C. 1958. A list of Florida fishes and their distribution. Bull. Fla. State Mus. Biol. Sci. 2:224-318.
Can, A. F., Jr.  1937. A key to the freshwater fishes of Florida. Proc. Fla. Acad. Sci. (1936):72-86.
Clay, W. M. 1962. A field manual of Kentucky fishes. Ky. Dept. Fish Wildl. Res., Frankfort, Ky. 147 pp.
Fowler, H. W.  1945. A study of the fishes of the southern Piedmont and coastal plain. Acad. Nat. Sci., Philadelphia  Monogr. No. 7.
  408 pp.
Gowanlock, J. N. 1933. Fishes and fishing in Louisiana. Bull. La. Dept. Cons. No. 23. 638 pp.
Heemstra, P. C. 1965. A field key to the Florida sharks. Tech.  Ser. No. 45. Fla. Bd. Cons., Div. Salt Water Fisheries.
King, W. 1947. Important food and game fishes of North Carolina. N.C. Dept. Cons, and  Dev. 54 pp.
Kuhne, E. R. 1939. A guide to the fishes of Tennessee and the mid-South. Tenn.  Dept. Cons., Knoxville. 124 pp.
Smith, H. 1970. The fishes of North Carolina. N.C. Geol. Econ. Surv. 2:xl; 453 pp.
Smith-Vaniz, W. F. 1968. Freshwater fishes of Alabama. Auburn Univ. Agr. Exper. Sta. Paragon Press, Montgomery, Ala. 211  pp

Freshwater: Midwest
Bailey, R. M., and M. O. Allum. 1962. Fishes of South Dakota. Misc. Publ. Mus. Zool. Univ. Mich. No.  119.131 pp.
Cross, F. B. 1967. Handbook of fishes of Kansas. Misc. Publ. Mus. Nat. Hist. Univ. Kansas No. 45. 357  pp.
Eddy, S,and T. Surber. 1961. Northern fishes with special reference to  the Upper Mississippi Valley. Univ. Minn. Press, Minneapolis.
  276 pp.
Evermann, B. W., and H. W. Clark. 1920. Lake Maxinkuckee, a physical and biological survey. Ind. St. Dept Cons., 660  pp. (Fishes,
  pp. 238-451).
Forbes, S. A,and R. E. Richardson. 1920. The fishes of Illinois. 111. Nat. Hist. Surv. 3: CXXXI. 357 pp.
Gerking, S. D. 1945. The distribution of the fishes of Indiana.  Invest. Ind. Lakes and Streams, 3(1):1-137.
Greene, C. W. 1935. The distribution of Wisconsin Fishes. Wis. Cons. Comm. 235 pp.
Harlan, J. R., and E. B. Speaker. 1956. Iowa fishes and fishing. 3rd ed. Iowa State Cons. Comm., Des Moines, 337 pp.
Hubbs, C. L., and G. P. Cooper. 1936. Minnows of Michigan. Cranbrook Inst. Sci., Bull 8. 95 pp.
Hubbs, C. L., and K. F. Lagler. 1964. Fishes of the Great Lakes Region. Univ. Mich. Press, Ann Arbor.  213 pp.
Johnson, R. E.  1942. The distribution of Nebraska fishes. Univ. Mich. (Ph.D. Thesis).  145 pp.
Trautman, M. B. 1957. The fishes of Ohio. Ohio State Univ. Press, Columbus. 683 pp.
Van Ooosten, J. 1957. Great Lakes fauna, flora, and their environment. Great Lakes Comm., Ann Arbor, Mich. 86 pp.

Freshwater: Southwest
Beckman, W. C. 1952. Guide to the fishes of Colorado. Univ. Colo. Mus. Leafl. 11. 110 pp.
Burr,  J. G.  1932. Fishes of Texas; Handbook of the more important game and  commercial types. Bull Tex. Game, Fish, and Oyster
  Comm. No. 5,41 pp.
Dill, W. A. 1944. The fishery of the Lower Colorado River. Calif. Fish Game, 30:109-211.
LaRivers, I.,andT. J. Trelease. 1952. An annotated check list of the fishes of Nevada.  Calif. Fish Game, 38(1): 113-123.

                                                         17

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BIOLOGICAL METHODS
Miller, R. R.  1952. Bait fishes of the  Lower Colorado River from Lake Mead, Nevada, to Yuma, Arizona, with a key  for their
  identification. Calif. Fish Game. 38(1):742.
Sigler, W. F., and R. R. Miller, 1963. Fishes of Utah. Utah St. Dept. Fish Game. Salt Lake City. 203 pp.
Walford, L. A. 1931. Handbook of common commercial and game fishes of California. Calif. Div. Fish Game Fish Bull. No. 28. 181 pp.
Ward, H. C. 1953. Know your Oklahoma fishes. Okla. Game Fish Dept, Oklahoma City. 40 pp.

Freshwater: Northwest

Baxter, G. T., and J. R. Simon. 1970. Wyoming fishes. Bull. Wyo. Game Fish Dept. No. 4.168 pp.
Bond, C. E. 1961. Keys to Oregon freshwater fishes. Tech. Bull. Ore. Agr. Exp. Sta. No. 58. 42 pp.
Hankinson, T. L. 1929. Fishes of North Dakota. Pop. Mich. Acad. Sci. Arts, and Lett. 10(1928):439460.
McPhail, J. D., and C. C. Lindsey. 1970. Freshwater fishes of Northwestern Canada and Alaska. Fish. Res. Bd. Canada, Ottawa. Bull.
  No. 173. 381pp.
Schultz, L. P. 1936. Keys to the fishes of Washington, Oregon and closely adjoining regions. Univ. Wash. Publ. Biol. 2(4): 103-228.
Schultz, L. P. 1941. Fishes of Glacier National Park, Montana. USDI, Cons. Bull. No.  22. 42 pp.
Wilimovsky, N. J. 1954. List of the fishes of Alaska. Stanford Ichthyol. Bull. 4:279-294.

7.5  Fish Kills
Alexander, W. B., B. A. Southgate, and  R. Bassindale.  1935. Survey of the River Tees, Pt. II. The Estuary,  Chemical and Biological.
  Tech.  Pop. Wat. Pol. Res., London, No. 5.
Anon.,  1961. Effects of Pollution on Fish. Mechanism of the Toxic Action of Salts of Zinc, Lead and  Copper. Water  Pollution
  Research, 1960:83.
Burdick, G. E. 1965. Some problems in  the determination of the cause of fish kills. In: Biological Problems in Water Pollution. USPHS
  Pub. No.999-WP-25.
Carpenter, K. E. 1930. Further researches on  the action of soluble metallic salts on fishes. J. Exp. Biol. 56:407-422.
Easterday, R. L., and R. F. Miller. 1963.  The acute toxicity of molybdenum to the bluegill. Va. J. Sci. 14(4):199-200. Abstr.
Ellis, M. M. 1937. Detection and measurement of stream pollution. Bull. U.S. Bur. Fish. 48:365-437.
Extrom, J.  A.,andD.S. Farner. 1943. Effect of sulfate mill wastes on fish life. Paper Trade J. 117(5): 27-32.
Fromm, P.  O., and  R. H. Schiffman. 1958. Toxic action of hexavalent chromium on largemouth bass. J.  Wildlife Mgt. 22:4044.
Fujiya,  M. 1961. Effects of kraft pulp mill wastes on fish. JWPCF, 33(9):968-977.
Havelka, J., and M. Effenberger. 1957. Symptoms of phenol poisoning of fish. Ann. Czech. Acad. Agric. Sci., U. Serv. Animal Prod.
  2(5): 421.
Henderson, C., Q. H. Pickering, and C. M. Tarzwell. 1959. Relative toxicity of ten chlorinated hydrocarbon insecticides to four species
  of fish. Trans. Amer. Fish. Soc. 88:23-32.
Ingram, W., and G. W. Prescott. 1954. Toxic freshwater algae. Amer. Mid. Nat. 52:75.
Jones, J. R. E. 1948. A further study of the reaction of fish to toxic solutions. J. Exp. Biol. 25:22-34.
Kuhn, O.,  and H. W.  Koecke. 1956.  Histologische und  cytologische  Veranderungen der fishkierne nach Einwirkung  im wasser
  enthaltener schadigender Substanzen. Ztschr. F. Zellforsch. 43:611-643. (Cited in Fromm and Schiffman, 1958.)
Mathur, D. S. 1962a. Histopathological changes in the liver of certain fishes as induced  by BHC and  hndane. Proc. Natl.  Acad. Sci.
  India, Sec. B, 32(4):429434.
Mathur, D. S. 1962b. Studies on the histopathological changes induced by  DDT in the  liver, kidney  and intestine of certain fishes.
  Experientia, 18:506.
Rounsefell, G. A.,  and W. R. Nelson. 1966. Red-tide research summarized to  1964, including an annotated bibliography. USDI Special
  Sci. Kept., Fisheries No. 535.
Schmid, O. J.,and H. Mann. 1961. Action of a detergent (dodecyl benzene sulfonate) on the gills of the trout. Nature, 192(4803):675.
Shelford, U.  E. 1917. An experimental  study of the effects of gas wastes upon fishes, with special reference  to stream pollution. Bull.
  111. Lab. Nat. Hist. 11:381412.
Skrapek, K. 1963. Toxicity of phenols and their detection in fish. Pub. Health Eng. Absts.  XLIV(8):Abst. No. 1385.
Smith,  L. L.,  Jr. et al. 1956. Procedures for investigation of fish kills. A guide for field reconnaissance  and data collection. Ohio River
  Valley Water Sanitation Comm., Cincinnati.
Stansby, M. E. 1963.  Industrial fishery technology. Reinhold Publ. Co.,New York.
Stundle, K. 1955. The effects of waste waters from the iron industry and mining on Styrian waters. Osterrich  Wasserw. (Austria). 7:75.
  Water Poll.  Abs. 29:105. 1956.

                                                           18

-------
                                                                                                FISH REFERENCES
U.S. Department of the Interior. 1968a. Pollution caused fish kills 1967. FWPCA Publ. No. CWA-7.
U.S. Department of the Interior. 1968b. Report of the National Technical Advisory Commission. FWPCA, Washington, D.C.
U.S. Department of the Interior.  1970. Investigating fish mortalities. FWPCA Publ. No. CWT-5. Also available from USGPO as No.
  0-380-257.
Wallen, I. E. 1951. The direct effect of turbidity on fishes. Bull. Okla. Agr. Mech. Coll. 48(2): 1-27.
Wood, E. M. 1960. Definitive diagnosis of fish mortalities. JWPCF, 32(9):994-999.
                                                         19

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BIOASSAY

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                        BIOASSAY

                                                              Page
1.0 GENERAL CONSIDERATIONS   	       1
2.0 PHYTOPLANKTON - ALGAL ASSAY  	       2
    2.1 Principle    	       2
    2.2 Planning Algal Assays    	       2
    2.3 Apparatus and Test Conditions	       3
       2.3.1  Glassware    	       3
       2.3.2  Illumination    	       3
       2.3.3  PH   	       3
    2.4 Sample Preparation    	       3
    2.5 Inoculum   	       3
    2.6 Growth Response Measurements   	       3
    2.7 Data Evaluation	       4
    2.8 Additions (Spikes)	       5
    2.9 Data Analysis and Interpretation   	       5
    2.10 Assays to Determine Toxicity	       5
3.0 PERIPHYTON	       5
    3.1 Static	       5
    3.2 Continuous Flow    	       6
4.0 MACROINVERTEBRATES	       8
5.0 FISH    	       8
6.0 REFERENCES	       8
    6.1 General  	       8
    6.2 Phytoplankton  — Algal Assay    	       9
    6.3 Periphyton     	      10
    6.4 Macroinvertebrates    	      10
    6.5 Fish   	      11
FATHEAD MINNOW CHRONIC TEST   	      15
BROOK TROUT CHRONIC TEST	      25

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                                        BIOASSAY
1.0  GENERAL CONSIDERATIONS

  The term  BIOASSAY  includes  any test  in
which organisms are used to detect or measure
the presence or effect of one or more substances
or conditions. The organism respohses measured
in these tests include:  mortality, growth rate,
standing crop (biomass),  reproduction,  stimu-
lation  or inhibition  of metabolic or enzyme
systems, changes in  behavior, histopathology,
and  flesh tainting (in shellfish and fish).  The
ultimate purpose of  bioassays is to predict the
response of native populations of aquatic organ-
isms  to specific changes within  the  natural
environment. Whenever possible, therefore, tests
should be carried out with species that are native
(indigenous) to the receiving water used as the
diluent for the bioassay. Bioassays are important
because in most cases  the success of a water
pollution  control program must be judged  in
terms of the effects of water quality on the con-
dition of the indigenous communities of aquatic
organisms.  Also, in  many cases, bioassays are
more sensitive than chemical analyses.
  Two  general  kinds of bioassays are  recog-
nized :
  • laboratory tests conducted to determine the
    effects of a substance on  a species; more or
    less arbitrary conditions are employed;
  • in situ tests conducted  to determine  the
    effects of a specific  natural environment;
    the test organisms are held in "containers"
    through  which the water circulates  freely.
  The general  principles and methods of con-
ducting  laboratory  bioassays  presented  in
Standard Methods for the Examination of Water
and  Waste Water, 13th  edition (APHA, 1971)
apply  to  most bioassays,  and  the  described
methods can be used with many types of aquatic
organisms with only slight modification.
  The following are suggested improvements to
the methods given in  Standard Methods,  13th
edition (APHA, 1971).
  • The 48-  and  96-hour  LC50  values  are
    presently  important for determining com-
    pliance  with  water quality standards  as
    established  by  various  pollution  control
    authorities.  Short-term  threshold infor-
    mation  can be derived by reporting LC50
    values at  24-hour  intervals to demonstrate
    the shape  of the toxicity curve.

  • Reports of LCSO's should state the method
    of calculation used and the statistical  con-
    fidence limits when possible.

  • Rubber or plastic  materials should be  used
    in bioassay equipment only after  consider-
    ation has been  given to the possibility of
    the  leaching of  substances  such  as  plas-
    ticizers or sorption of toxicants.

  • Test materials  should be  administered in
    such a way that their physical and chemical
    behavior  approximates  that   in  natural
    systems.
  Biological tests can be conducted in any kind
of water with proper precautions, and although
most  tests have been conducted in freshwater,
the same general  principles  apply  to brackish
and salt  waters. The literature contains a great
many  formulations  for  artificial seawater. Of
these, a modification of the Kester et al. (1967)
formulation (LaRoche et al.,  1970; Zaroogian et
al., 1969) seems to support the greatest variety
of  marine  organisms.  When  metal-containing
wastes are to be bioassayed, omitting EDTA and
controlling trace metals, as described by Davey
et al. (1970), is recommended.
  Using a standard toxicant and a parallel series
in a standard medium is recommended to help
assess variations due to experimental technique
and the  condition of the organisms.  Such tests
are also useful in distinguishing effects due to an
altered character  of  the  effluent  from changes
in  the  sensitivity of the  organism, or from
changes in the quality of the receiving water.
                                              1

-------
BIOLOGICAL METHODS
  When making waste management decisions, it
is important to consider and  tentatively define
the persistence  of a pollutant.  Materials that
have half lives less than 48 hours can be termed
as rapidly decaying compounds; those with half
lives  greater than 48  hours  but  less  than  6
months,  as slowly decaying; and those com-
pounds in  natural waters with half lives longer
than 6 months, as long-lived persistent materials.
  Bioassays can be conducted over almost any
interval of time, but  the test duration  must be
appropriate to  the life stage or life cycle of the
test organisms and the objectives of the investi-
gation. The purpose of short-term tests, such as
acute mortality tests, is to determine toxicant
concentrations  lethal to a given fraction  (usually
50  percent) of the organisms  during  a short
period of their  life cycle. Acute mortality tests
with fish generally last about 4 to 7 days. Most
toxicants,  however,  cause  adverse  effects  at
levels below those that cause mortality. To meet
this need, long-term (chronic) tests are designed
to expose  test  organisms to  the  toxicant over
their entire life  cycle and measure the effects of
the toxicant on survival, growth, and reproduc-
tion. Sometimes only a  portion of the life cycle
is  tested,  such  as studies involving  growth  or
emergence   of  aquatic insects. With  fish,  such
tests usually last for 30, 60, or 90 days and are
often termed subacute.
  Laboratory bioassays may be conducted on a
"static" or "continuous flow"  basis. The specific
needs of the investigator and available test facil-
ities determine which technique should  be used.
The advantages and applications  of each have
been  described in Standard Methods,  (APHA,
1971) and  by  the National Technical Advisory
Committee (1968).  Generally, the continuous-
flow technique  should  be used  where possible.
Apparatus   advantageous  for  conducting flow-
through  tests   includes  diluters  (Mount and
Warner, 1965;  Mount and Brungs, 1967), valve
controlling systems (Jackson and Brungs, 1966)
and  chemical metering  pumps (Symons, 1963).
  The  biological effects of  many industrial
wastes  are best evaluated  in the field; trans-
porting large volumes of industrial wastes to a
laboratory for  bioassay  purposes can  be imprac-
tical. Testing facilities are best located at the site
of  the  waste  discharge. A  bioassay  trailer
(Zillich,  1969) has proven useful for this pur-
pose. In situ bioassay procedures are also a good
method for defining the impact to  aquatic life
below  the  source of industrial waste discharges
(Basch, 1971).
  Biomonitoring, a special application of biolo-
gical tests, is  the  use of organisms to provide
information about a surface  water,  effluent, or
mixtures thereof on a periodic  or continuing
basis. For the  best results, biomonitoring should
maintain continuous surveillance with the use of
indigenous species  in  a  flow-through  system
under  conditions that approximate  the  natural
environment.

2.0  PHYTOPLANKTON - ALGAL ASSAY
  The Algal Assay Procedure: Bottle Test  was
published by  the  National Eutrophication  Re-
search Program (USEPA,  1971) after 2 years of
intensive  evaluation,  during  which  excellent
agreement  of the data was obtained among the 8
participating laboratories. This test  is the  only
algal bioassay  that has undergone sufficient eval-
uation and refinement to be  considered reliable.
The following material represents only a brief
outline of  the test. For more explicit details, see
the references.

2.1  Principle
  An algal assay is based on the principle  that
growth is limited by the nutrient that is present
in shortest supply with respect to the needs of
the organism. The test can be used to identify
algal  growth-limiting  nutrients,   to determine
biologically  the availability  of  algal growth-
limiting  nutrients,  to  quantify  the  biological
response (algal growth response)  to changes in
concentrations  of  algal  growth-limiting nutri-
ents,  and to determine whether  or not various
compounds or water  samples are toxic or inhib-
itory to algae.

2.2 Planning Algal Assays
   The specific experimental  design of each  algal
assay is dictated by the particular problem to be
solved. All pertinent ecological factors must be
considered in planning a given assay to ensure
that valid  results and conclusions are obtained.

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                                                                               ALGAL ASSAY
Water  quality may vary greatly with time and
location in lakes, impoundments and streams. If
meaningful data are to be obtained, therefore,
the sampling program must take these variations
into account.

2.3  Apparatus and Test Conditions

2.3.1   Glassware
  Use good-quality borosilicate glassware. When
studing trace nutrients, use  special  glassware
such  as  Vycor  or polycarbonate containers.
Although  container size is not critical, the sur-
face to volume  ratios are  critical because of
possible carbon limitation.  The  recommended
sample volumes for use in Erlenmeyer flasks are:
40 ml in a 125 ml flask; 60 ml in a 250 ml flask;
and  100  ml in  a 500 ml flask.  Use  culture
closures such as  loose-fitting aluminum  foil or
inverted beakers  to permit  good gas exchange
and prevent contamination.

2.3.2 Illumination
  After inoculation, incubate the flasks at 24 ±
2°C under cool-white fluorescent lighting:  200
ft-c (2152 lux) ± 10 percent for blue-green algae
and diatom test species, and 400 ft-c (4304 lux)
± 10 percent for green algae test species. Meas-
ure the light intensity adjacent to  the flask at
the liquid level.

2.3.3 pH
  To ensure  the  availability of carbon dioxide,
maintain  the pH of  the  incubating  cultures
below  8.5  by using the sample volumes men-
tioned above and shaking the cultures at  100
oscillations per minute. In  samples containing
high concentrations of nutrients, such as highly-
productive surface waters  or  domestic  waste
effluents, it may be necessary to bubble air or an
air/carbon dioxide mixture  through the culture
to maintain the pH below 8.5.

2.4  Sample Preparation
  Two alternate methods of sample preparation
are  recommended, depending upon the type of
information to be obtained from the sample:

  • membrane filtration (0.45 pore diameter) —
    remove the indigenous algae by filtration if
     you wish to determine the growth response
     to growth-limiting nutrients which have not
     been taken up by filterable organisms, or if
     you wish  to  predict the effect  of adding
     nutrients to a test water at a specific time.
  • autoclaving — autoclave samples if you wish
     to determine  the amount of algal  biomass
     that can be grown from all nutrients in the
     water,  including  those  in  the  plankton.
     Autoclaving solubilizes the nutrients in the
     indigenous filterable organisms and releases
     them for use by the test organisms.

2.5  Inoculum
  The algal  test species may be one of those
recommended in the Bottle Test or another that
has been obtained in unialgal culture. Grow the
test species in a culture medium that  minimizes
the  intracellular carryover of nutrients in the
test species  when  transferred  from  the stock
culture to the test water (Table I.) When taken
from the stock  culture, centrifuge the test cells
and discard  the  supernatant.   Resuspend  the
sedimented cells in an appropriate volume  of
glass-distilled water  containing  15 mg sodium
bicarbonate per liter and recentrifuge.  Decant
the  supernatant, resuspend the  algae in fresh
bicarbonate solution, and use as the  inoculum.
The amount of inoculum depends upon the algal
test species used. The following initial cell con-
centrations are recommended:
     Test organism
Selenastrum capricornutum
Anabaena flos-aquae
Microcystis aeruginosa


  Prepare test flasks in triplicate.
Initial cell count/ml
     1000/ml
   50000/ml
   50000/ml
2.6  Growth Response Measurements
  The method  used to determine growth re-
sponse  during  incubation depends  on  the
equipment available. Cells may  be counted with
a  microscope,  using  a hemacytometer or  a
Palmer-Maloney or  Sedgwick-Rafter plankton
counting chamber. The amount of algal biomass
may  be  determined by measuring the  optical
density of the culture at 600 -750 nm with a
colorimeter or spectrophotometer. The amount
of chlorophyll contained in the algae  may be

-------
BIOLOGICAL METHODS
             TABLE 1.  STOCK CULTURE AND CONTROL NUTRIENT MEDIUM
MACROELEMENTS:
Compound
NaNO3
K2HP04

MgCl2
MgSO4-7H2O

CaCl2-2H2O
NaHCO3
Final
concentration
(mg/1)
25.500
1.044

5.700
14.700

4.410
15.000
Element
furnished
N
P
K
Mg
Mg
S
Ca
Na
Element
concentration
(mg/'i)
4.200
0.186
0.468
1.456
1.450
1.911
1.203
11.004
           (If the medium is to be filtered, add the following trace-element-iron-EDTA solution from a single
           combination stock solution after filtration. With no filtration, K2HK)4 should be added last to avoid
           iron precipitation. Stock solutions of individual salts may be made up in 1000 x's final concentration
           or less.)
MICROELEMENTS:

H3B03
MnCl2
ZnCl2
CoCl2
CuCl2
Na2MoO4-2H2O
FeCl3
Na2EDTA-2H2O
(Mg/D
185.64
264.27
32.70
0.78
0.009
7.26
96
333

B
Mn
Zn
Co
Cu
Mo
Fe

(Mg/D
33
114
15
0.35
0.003
2.88
33

measured either directly  (in  vivo)  by fluoro-
metry or after extraction by fluorometry  or
spectrophotometry.  If available,  an electronic
particle  counter will  provide  an accurate and
rapid count of  the cells. All methods  used for
determining the algal biomass  should be related
to a dry weight measurement (mg/1) determined
gravimetrically.  (See the Plankton Section of the
manual for analytical details.)

2.7  Data Evaluation
  Two parameters  are used  to  describe  the
growth of a test alga:  maximum specific growth
rate and maximum standing crop. The maximum
specific  growth rate (Mmax)  f°r an individual
flask is the  largest specific  growth  rate  (/LI)
occurring at any  time during  incubation. The
Mmax for a  set of  replicates  is determined by
averaging the Mmax °f the individual flasks.  The
specific growth rate,M,is defined by:
where:
In
       = log to the base "e"
X2     = biomass concentration at the end of the
         selected time interval
Xj     = biomass concentration at the beginning
         of the selected time interval
t2 - tj = elapsed  time (days) between  selected
         determinations of biomass
  Because  the maximum specific growth rate
(Mmax) occurs during the logarithmic phase of
growth (usually between day 3 and day 5), the
biomass must be measured at least daily during
the first 5 days of incubation.

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                                                                               ALGAL ASSAY
  The maximum standing crop in any flask is
defined as the maximum algal biomass achieved
during incubation. For practical  purposes, the
maximum standing crop is assumed to have been
achieved when the rate of increase in biomass
has declined to less than 5 percent per day.

2.8  Additions (Spikes)
  The quantity of cells produced  in a given
medium is limited by the nutrient present in the
lowest  relative  quantity with respect  to the
needs  of  the organism. If  a quantity of the
limiting substance were added to the test flasks,
cell production  would increase until this addi-
tional  supply  was depleted or until some other
substance  became  limiting  to  the organism.
Adding substances other than the limiting sub-
stance would not increase algal growth. Nutrient
additions may be made singly or in combination,
and the growth response can be compared with
that of unspiked controls to identify those sub-
stances that limit growth rate or cell production.
  In all instances, the volume of a spike should
be as  small as possible. The concentration of
spikes will vary and must  be matched  to the
waters being  tested. When  selecting the  spike
concentration, keep in mind that (1) the con-
centration  should be  kept  small  to minimize
alterations of the sample, but at the same time,
be  sufficiently  large  to yield  a potentially
measureable response; and (2) the concentration
should be related to the fertility of the sample.

2.9  Data Analysis and Interpretation
  Present  the results of spiking assays together
with  the results  from two  types  of reference
samples: the assay  reference medium and un-
spiked samples of the water under consideration.
Preferably, the entire growth curves should be
presented for each of the two types of reference
samples. Present the results  of individual assays
in the form of the maximum specific  growth
rate  (with  time  of occurrence) and maximum
standing crop (with   time   at  which  it  was
reached),  both  with   the  confidence interval
indicated.
  Growth rate limiting nutrients can be deter-
mined by spiking a number of replicate flasks
with single nutrients, determining the maximum
specific growth rate for each flask, and  com-
paring the averages by a Students' t-test or other
appropriate statistical tests.
  Data analysis for multiple nutrient spiking can
be  performed  by  analysis  of variance calcu-
lations. In multiple  nutrient  spiking, accounting
for the possible interaction  between different
nutrients is important  and can readily be  done
by  factorial  analysis.  The  same methods  de-
scribed above can  be  used  to  determine  the
nutrient limiting  growth  of the  maximum
standing crop.

2.10  Assays to Determine Toxicity
  As  previously pointed out,  the assay may be
used to determine whether or not various com-
pounds or water samples are either  toxic or
inhibitory to algal growth. In this case the sub-
stance to be  tested for toxicity is added to  the
standard algal culture  medium in varying con-
centrations,  the algal test species is added, and
either the maximum standing crop or maximum
specific growth rate (or both) determined. These
are then  compared to those obtained in  the
standard culture medium  without the additions
(controls). The LC50,  or  that concentration at
which either 50% of the maximum standing crop
or maximum specific growth rate is obtained, as
compared with the  controls, is then calculated.

3.0  PERIPHYTON
  Uniform methods for  conducting  bioassays
with periphyton have  not been developed, and
their  environmental  requirements   and  tox-
icology are still relatively unknown. Many of the
common  species have not  been successfully
cultured,  and  the   bioassays that have  been
carried out  with the  algae  and other micro-
organisms occurring in  this  community  were
conducted  principally  to  screen  potential
algicides,  fungicides, and  other control agents.
Two  kinds  of  tests  can be conducted with
periphyton: static and continuous flow.

3.1  Static
  Because the techniques  currently employed in
the Algal Assay Procedure: Bottle Test (USEPA,
1971) have been more rigorously tested than
any procedure previously used for periphyton,

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 BIOLOGICAL METHODS
this method is recommended for static bioassays
with the periphyton.

3.2  Continuous Flow
  Many periphyton grow well only in  flowing
water and can be studied only in situ or in arti-
ficial  streams (Whitford, 1960; Whitford et al,
1964). The following procedure, which is similar
to the  method described by Mclntire et al.
(1964), is tentatively recommended at this time.

  • Test  Chamber  —  Twin, inter-connected
    channels, each approximately  4" X 4"  X
    36", with two inches of water circulated by
             a paddle wheel. Duplicate chambers should
             be  provided  for  each  condition  tested
             (Figures 1 and 2).
             Current velocity - 30 cm/sec.
             Temperature - 20° C
             Light  -  400  fc,  cool-white (daylight)
             fluorescent lamps
             Culture medium — Optional
             a. Algal Assay Medium (Table 1).
             b. Natural surface water supply
               Where  direct flow-through  is not pro-
               vided, the water  exchange  rate should
               ensure  a complete change at least six
               times daily.
              WATER  SOURCE

             FLOWMETER
      WATER SUPPLY
     'CONTROL  VALVE
I cm

 RUBBER
 TUBING
                                    2.5cm  I.D. RUBBER
                                       TUBING
                         SCREW
                         CLAMP
PADDLE  WHEEL
50cm  DIA.
                 ELECTRIC  VARIABLE
                 SPEED  MOTOR
                       >
                                                                 OVERFLOW
                                 DRAIN  FLUME
                           TROUGH-DIMENSIONS
                           INSIDE WIDTH = 25cm
                           INSIDE LENGTH= 3m
                           INSIDE  DEPTH =  20cm

                          INCH CLAMPS

                       NPUT  AND OUTPUT
                       SAMPLE   BOTTLES
        Figure 1. Diagram of laboratory stream, showing the paddle wheel for circulating the water between the two
        interconnected troughs and the exchange water system. (From Mclntire et al, 1964).

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                                                                       PERIPHYTON BIO ASSAY


                                                                     FILTERED WATER  SUPPLY LINE
                                                                                    SCREW CLAMP
                  27cm C- CLAMP
                   5cm ANGLE IRON
                    WOOD STRIP
                  6mm LUCITE TOP
      ADJUSTABLE HEIGHT '	
             1500   WATT
           INCANDESCENT LAMP
                                                                    I D POLYETHYLENE '""*
                                            cm HARD RUBBER GASKET
                                           —LIP OF CHAMBER
                                             WOOD STRIP
                                           2cm X 3mm IRON STRIP
                                            OVERFLOW HEAD
                                            JAR
                                 15 mm  Y- SHAPED
                                 CONNECTING
                                 TUBES
                                                            TWO-STAGE
                                                           PRESSURE
                                                           REDUCING VALVE
                                                                                    GLASS
                                                                                    RASCHIG
                                                                                    RINGS
            UBBER' STOPPERS
                   CHAMBER-DIMENSIONS
                  INSIDE  WIDTH  =50c

                  INSIDE  LENGTH = 60c

                  INSIDE  DEPTH  m 17 c

       2cm MARINE PLYWOOD WATER JACKET
           GAGE
        COLD ROLLED
         STEEL
        PORCELAIN
        COATED
WATER JACKET
INLET AND OUTLET
                                                                                  OXYGEN
                                                                                  STRIPPING
                                                                                  COLUMN
                                                                                  150 mm
                                                                                  I.D X | 5m
                                                                                  LONG
ADJUSTABLE
HEAD CONTROL
                                             INPUT
                                             SAMPLE
                                             BOTTLE
            PORCELAIN
            COATED
            STEEL TRAY
                              CENTRIFUGAL
                              PUMPS
                       CARBON DIOXIDE GAS
                       CYLINDER
                                                                                 NITROGEN
                                                                                 DIFFUSER
            AMBER BY-PASS
         SCREW CLAMPS

       TYGON TUBING
                                                          NITROGEN GAS'
                                                          CYLINDER
                                                                             6mm RUBBER TUBIN6
 CHAMBER DRAIN
/STAINLESS STEEL
CURRENT DIFFUSION
CHAMBER
     Figure 2. Diagram of photosynthesis-respiration  chamber, showing  the chamber with its  circulating and ex-
     change water systems, the water jacket for temperature control, the nutrient and gas concentration control system,
     and the light source.
Test  organism(s) — Optional;  filamentous
blue-green or green algae or diatoms.
a. Unialgal  culture  —  No standard  test
  organisms are available
b. Periphyton community — Use "seed" of
  periphyton from the  water resource for
  which the data are being developed.
Acclimatization  period  —  The  culture (or
community) should be allowed to develop
in the test chambers for a minimum of two
weeks before  introducing  the  test condi-
tion.
Maintaining test conditions - Chemicals are
added to  the  water  supply prior  to  flow
into the test chamber. Temperature control
may be  maintained  by placing thermostat-
ically   controlled  heating  (or   cooling)
elements in the channel.
Substrate  — A  minimum of eight  1" X 3"
plain glass slides should be placed on the
bottom of each channel.
                          Test duration — Two weeks
                          Evaluation   —  The  effects  of  the  test
                          condition are evaluated at the end  of the
                          test period  by comparing  the  biomass and
                          community  structure in the test  chambers
                          with that of the  control  chambers.  (See
                          Periphyton Section for methodology.)

                          a. Biomass — Use four of the eight slides;
                             analyze individually.
                                (1) Chlorophyll a (mg/m2)
                                (2) Organic matter (Ash-free  weight,
                                    g/m2)
                          b. Cell  count and identification — Use four
                             pooled slides.
                                (1) Cell density (cells/mm2 )
                                (2) Species proportional count
                                (3) Community  diversity  (Diversity
                                    Index)
                          Toxicity -  The toxicity of a chemical or
                          effluent  is expressed as the LC50, which is

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BIOLOGICAL METHODS
     the concentration of toxicant resulting in a
     50% reduction in the biomass or cell count.
     Community diversity is not affected in the
     same manner  as biomass and cell  counts,
     and would yield a much different value.

4.0  MACROINVERTEBRATES
   In general, most of the considerations covered
by  Standard  Methods  (APHA,  1971) apply
equally well to  macroinvertebrate tests in fresh
and marine waters. Recent refinements in acute
and chronic  methodology  for aquatic  insects,
amphipods,  mussels,  and Daphnia  have  been
described  by Gaufm (1971), Bell and Nebeker
(1969), Arthur and Leonard (1970), Dimick and
Breese (1965), Woelke (1967), and Biesinger and
Christensen (1971), respectively.

5.0  FISH
   The general principles and methods for acute
and chronic  laboratory fish toxicity tests are
presented in Standard Methods  (APHA, 1971)
and in  the  report of  the  National Technical
Advisory  Committee  (1968).  Sprague (1969,
1970) has  recently reviewed many of the  prob-
lems and the terminology associated with fish
toxicity tests.
   Chronic  tests  are   becoming  increasingly
important  as sublethal  adverse effects  of  more
and more toxic agents  are found  to be signifi-
cant. At  present, a chronic fish bioassay test is a
relatively sophisticated  research procedure and
entails large allocations  of manpower, time, and
expense.  Important  contributions in this area
include  those by  Mount and Stephan  (1969),
Brungs (1969), Eaton (1970),  and McKim et al.
(1971).
   Two  procedures for chronic  toxicity  tests
using the fathead minnow, Pimephales promelas
Rafinesque,  and  the  brook  trout,  Salvelinus
fontinales  (Mitchell),developed by the staff of
the  National Water Quality  Laboratory,  U.S.
Environmental  Protection   Agency,  Duluth,
Minn., are  presented following the references in
this section.
6.0  REFERENCES
6.1  General

American Public Health Association. 1971. Standard methods for the examination of water and wastewater. 13th ed. Amer. Public
 Health Assoc., New York. 874 pp.
Basch, R. 1971. Chlorinated municipal waste toxicities of rainbow trout and fathead minnows. Mich. Bur. Water Mgmt., Dept. Nat.
 Res., Lansing, Mich. Final Report of Grant Number 18050GZZ for the U.S. Environmental Protection Agency.
Davey, E. W., J. H. Gentile, S.  J.  Erickson, and P. Betzer. 1970. Removal of trace metals from marine culture  media. Limnol.
 Oceanogr. 15:486-488.
Jackson, H. W., and W. A. Brungs. 1966. Biomonitoring of industrial effluents. Proc. 21st Ind. Waste Conf., Purdue Univ., Eng. Ext.
 Bull. No. 121. pp. 117.
Kester, D. R., I. W. Duedall,  D. N.  Connors, and R. M. Pytkowicz. 1967. Preparation of artificial seawater. Limnol. Oceanogr.
 12(1):176-179.
LaRoche, G.,  R. Eisler, and  C. M. Tarzwell.  1970. Bioassay  procedures for oil and oil dispersant toxicity evaluation. JWPCF,
 42:1982-1989.
Mount, D. I., and R. E. Warner. 1965. A serial-diluter apparatus for continuous delivery of various concentrations in water. PHS Publ.
 No. 99-WP-23. 16pp.
Mount, D. I., and W. A. Brungs. 1967. A simplified dosing apparatus for fish toxicology studies. Water Res. 1:21-29.

National Technical Advisory Committee. 1968. Water quality criteria. Report of the National Technical Advisory Committee on Water
 Quality Criteria to the Secretary of the Interior. USDI, FWPCA, Washington, D. C. 234 pp.

Symons, J. M.  1963. Simple continuous flow, low and variable rate pump. JWPCF, 35:1480-1485.
Zaroogian, G.  E., G. Pesch, and G. Morrison. 1969. Formulation of an artificial medium suitable for oyster larvae development. Amer.
 Zool. 9:1144.
Zillich, J. 1969. The simultaneous use of continuous flow bioassays and automatic water quality monitoring equipment to evaluate the
 toxicity of waste water discharges. Presented at: 44th Annual Conf. of Mich. Water Poll. Cont. Assoc., Boyne Falls, Mich., June 16,
 1969. 3 pp.

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                                                                                           BIOASSAY REFERENCES
6.2  Phytoplankton — Algal Assay
Berge, G. 1969. Predicted effects of fertilizers upon the algae production in Fern Lake. FiskDiv. Ski. Ser. HavUnders. 15:339-355.
Davis, C. C. 1964. Evidence for the eutrophication of Lake Erie from phytoplankton records. Limnol. Oceanogr. 9:275-283.
Edmondson, W. T., and G. C. Anderson. 1956. Artificial eutrophication of Lake Washington. Limnol. Oceanogr. l(l):47-53.
Francisco, D. E. and C. M. Weiss. 1973. Algal response to detergent phosphate levels. JWPCF, 45(3}:480-489.
Fruh, E.  G.,  K.  M. Stewart,  G. F. Lee,  and  G.  A.  Rohlich.  1966.  Measurements  of Eutrophication  and Trends. JWPCF,
  38(8): 1237-1258.
Goldman, C. R., and R. C. Carter. 1965. An investigation by rapid C14bioassay of factors affecting the cultural eutrophication of Lake
  Tahoe, California. JWPCF, 37:1044-1063.
Hasler, A. D. 1947. Eutrophication of lakes by domestic drainage. Ecology, 28(4):383-395.
Johnson, J. M., T.  O. Odlaug, T. A. Olson and O. R.  Ruschmeyer. 1970. The potential productivity of fresh water environments as
  determined by an algal bioassay technique. Water Resc. Res. Ctr., Univ. Minn. Bull. No. 20. 77 pp.
Joint Industry/Government Task Force on Eutrophication. 1969.  Provisional Algal Assay Procedure. P. O. Box 3011, Grand Central
  Station, New York,  N.Y., 10017. 62 pp.
Lake Tahoe Area Council.  1970. Eutrophication of Surface Waters - Indian Creek Reservoir, First Progress Report, FWQA Grant No.
  16010 DNY.
Maloney, T. E., W. E. Miller, and T. Shiroyama. 1972. Algal Responses to Nutrient Additions in Natural Waters. I. Laboratory Assays.
  In: Nutrients and  Eutrophication, Special Symposia, Vol. I, Amer. Soc. Limnol. Oceanogr., Lawrence, Kansas, p 134-140.
Maloney, T. E., W. E. Miller, and N. L. Blind. 1973. Use of Algal Assay in Studying Eutrophication Problems. Proc. Internat. Assoc.
  Water Poll. Res., Sixth Conference, Jerusalem, 1972.Pergamon Press.
Middlebrooks,  E. J., E. A. Pearson, M. Tunzi, A.Admarayana, P. H. McGauhey, and G.  A. Rohlich.  1971. Eutrophication  of surface
  water - Lake Tahoe. JWPCF, 43:242-251.
Miller, W. E. and T. E. Maloney. 1971. Effects of Secondary  and  Tertiary Waste Effluents on Algal  Growth in a Lake River System.
  JWPCF, 43(12):2361-2365.
Murray, S., J. Schertig, and P. S. Dixon. 1971.  Evaluation of algal assay  procedures - PAAP batch test. JWPCF, 43(10): 1991-2003.
Oglesby, R. T., and W. T. Edmondson. 1966. Control of Eutrophication. JWPCF, 38(9):1452-1460.
Potash, M. 1956. A biological test for determining the potential productivity of water. Ecology, 37(4):631-639.
Rawson, D. S.  1956. Algal indicators of lake types. Limnol. Oceanogr. 1:18-25.
Schreiber, W. 1927. Der Reinkultur von marinem Phytoplankton und  deren Bedeutung fur die Erforschung der Produktions-fahigkeit
  des Meerwassers. Wissensch. Meeresunters. N.F., 16:1-34.
Shapiro, J. and R. Ribeiro. 1965. Algal growth and sewage effluent in the Potomac estuary. JWPCF, 37(7): 1034-1043.
Shelef, G., and R.  Halperin. 1970. Wastewater nutrients and algae growth potential. In: H. I. Shuval,  ed., Developments in Water
  Quality Research, Proc. Jerusalem Internat'l. Conf. on Water Quality and Poll. Res., June, 1969. Ann Arbor-Humphrey Science Publ.
  p. 211-228.
Skulberg, O. M.  1964. Algal problems related to the eutrophication  of European water supplies, and a bioassay method to  assess
  fertilizing influences of pollution on inland waters. In: D. F. Jackson, ed., Algae and Man, Plenum Press, N.Y. p. 262-299.
Skulberg, O. M. 1967. Algal cultures as a means to assess the fertilizing influence of pollution. In: Advances  in Water Pollution
  Research, Vol. 1, Pergamon Press, Washington, D. C.
Strom,  K. M.  1933.  Nutrition  of algae.  Experiments  upon  the feasibility of the Schreiber method in fresh waters; the relative
  importance of iron  and manganese in the nutritive medium; the nutritive substance given off by lake bottom muds. Arch. Hydrobiol.
  25:38-47.
Toerien, D. F., C. H.  Huang, J. Radimsky, E. A. Pearson, and J.  Scherfig. 1971. Final report.provisional algal assay  procedures. Report
  No. 71-6, Sanit. Eng. Res. Lab., Coll. Eng. Sch. Pub. Hlth., Univ. Cahf., Berkeley. 211 pp.
U. S. Environmental Protection Agency. 1971. Algal assay procedure: bottle test. National Eutrophication Research Program, USEPA,
  Corvalhs, Oregon.
Wang, W., W. T. Sullivan,  and R. L. Evans. 1973. A technique for evaluating algal growth potential  in Illinois surface waters. 111. St.
  Water Sur., Urbana,  Rept. of Investigation 72, 16 pp.
Weiss, C. M. and R. W. Helms.  1971. Interlaboratory  precision  test -  An eight-laboratory evaluation of the Provisional Algal Assay
  Procedure:  Bottle Test.  National Eutrophication Research Program,  U. S. Environmental Protection Agency. Corvallis, Oregon. 70
  pp.

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BIOLOGICAL METHODS
6.3  Periphyton
Burbank, W. D., and D. M. Spoon. 1967. The use of sessile ciliates collected in plastic petri  dishes for rapid assessment of water
  pollution. J. Protozool. 14(4):739-744.
Cairns, J., Jr. 1968. The effects of dieldrin on diatoms. Mosq. News,28(2):177-179.
Cairns, J., Jr. 1969. Rate of species diversity restoration following stress in freshwater protozoan communities. Univ. Kansas, Sci. Bull.
  48:209-224.
Cairns, J., Jr., and K. L. Dickson.  1970.  Reduction and restoration of the number of fresh-water protozoan species following acute
  exposure to copper and zinc. Trans. Kansas Acad. Sci. 73(1): 1-10.
Cairns, J., Jr., A. Scheier, and N. E. Hess. 1964.  The effects of alkyl benzene  sulfonate on aquatic organisms.  Ind. Water Wastes,
  1(9):1-7.
Fitzgerald, G. P. 1964. Factors in the testing and application of algicides. Appl. Microbiol. 12(3):247-253.
Jackson, H. W., and W. A. Brungs. 1966. Biomonitoring industrial effluents. Ind. Water Eng. 45:14-18.
Mclntire, C. D., R. L. Garrison,  H. K. Phinney, andC. E. Warren. 1964. Primary production in laboratory streams. Limnol. Oceanogr.
  9(1):92-102.
Mclntire, C. D., and H. K. Phinney. 1965. Laboratory studies of periphyton production and community metabolism in lotic environ-
  ments. Ecol. Monogr. 35:237-258.
Mclntire, C. D. 1966a. Some effects of current velocity on periphyton communities in laboratory  streams. Hydrobiol. 27:559-570.
Mclntire, C. D. 1966b. Some factors affecting respiration of periphyton communities in lotic environments. Ecology, 47:918-930.
Mclntire, C. D. 1968a. Structural characteristics of benthic algal communities in laboratory streams. Ecology, 49(3):5 20-537.
Mclntire, C. D. 1968b. Physiological-ecological studies of benthic algae in laboratory streams. JWPCF, 40(11) Part 1:1940-1952.
Otto, N. E. 1968. Algaecidal evaluation  methods  using  the filamentous green alga, Cladophora.  Rep. No. WC-40, Div.  Res., Bur.
  Reclam., USDI, Denver.
Patrick, R. 1964.  Tentative method of test for evaluating inhibitory toxicity of industrial waste waters. ASTM Standards,  Part  23,
  pp. 517-525, American Society for Testing and Materials, Philadelphia, Pa.
Patrick, R.  1966. The effect of varying amounts and ratios of nitrogen and phosphate on algae blooms. Proc. Ind. Waste Conf. (Purdue)
  21:41-51.
Patrick, R.  1968. The structure of diatom communities in  similar ecological conditions. Amer. Nat. 102(924): 173-183.
Patrick, R., J. Cairns, Jr., and A. Scheier.  1968a. The relative sensitivity of diatoms, snails, and fish to twenty common constituents of
  industrial wastes. Prog. Fish-Cult. 30(3):137-140.
Patrick, R., B. Crum, and J. Coles. 1969. Temperature and manganese as determining factors in the presence of diatom or blue-green
  algal floras in streams. Proc. Nat.  Acad. Sci. Phil. 64(2):472-478.
Patrick, R., N. A. Roberts, and B. Davis. 1968b. The effect of changes in  pH on the structure  of  diatom communities. Not. Natur.
  416:1-16.
Phaup, J. D., and J. Gannon. 1967. Ecology of Sphaerotilus in an experimental outdoor channel. Water Res. 1:523-541.
Phinney, H. K., and C. D. Mclntire. 1965. Effect of temperature on metabolism of periphyton  communities developed in laboratory
  streams. Limnol. Oceanogr. 10(3):341-344.
Whitford, L. A. 1960. The current effect and growth of fresh-water algae. Trans. Amer. Microsc. Soc. 79(3):302-309.
Whitford, L. A., G.  E. Dillard, and F. J.  Schumacher.  1964.  An artificial stream apparatus for the  study of lotic  organisms. Limnol.
  Oceanogr. 9(4):598-600.
Whitton, B. A. 1967. Studies on  the growth of riverain Cladophora in culture. Arch. Mikrobiol. 58:21-29.
Whitton, B. A. 1970. Toxicity of zinc, copper, and lead to Chlorophyta from flowing waters. Arch. Mikrobiol. 72:353-360.
Williams, L. G., and D. I. Mount. 1965. Influence of zinc on periphytic communities. Amer. J. Bot. 52(l):26-34.
Wuhrmann, K. 1964. River bacteriology and the role of bacteria in self-purification of rivers. In: Principles and Applications in Aquatic
  Microbiology. John Wiley, NY.
Zimmermann. P.  1961. Experimentelle Untersuchungen uber die  okologische Wirkung  der Stromungsgeschwindigkeit auf die
  Lebensgemeinschaften des fliessenden Wassers. Schweiz.  z. Hydrol. 23:1-81.

6.4  Macroinvertebrates
Arthur, J. W., and E. N. Leonard. 1970. Effects of copper on Gammarus pseudolimnaeus, Physa Integra, and Campeloma decisum in
  soft water. J. Fish. Res. Bd. Canada, 27:1277-1283.
Bell, H.  L., and A. V. Nebeker. 1969. Preliminary studies  on the tolerance of aquatic insects to low pH. J. Kansas Entomol. Soc.
  42:230-236.
Biesinger, K. E., and G. M. Christensen.  1971. Metal effects on survival, growth, and reproduction and metabolism ofDaphnia magna.
  National Water Quality Laboratory, Duluth, Minnesota, 43 pp.

                                                           10

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BIOLOGICAL METHODS
Dimick, R. E., and W. P. Breese. 1965.  Bay mussel embryo bioassay. Proc. 12th Pacific Northwest Ind. Conf., College of  Engineering,
  Univ. of Wash. pp. 165-175.
Gaufin, A.  R. 1971. Water quality requirements of aquatic insects. Department of Biology, University of Utah. Contract No.
  14-12-438, USDI, FWPCA, National Water Quality Laboratory, Duluth. 65 pp.
Woelke, C. E. 1967.  Measurement of water quality with the Pacific oyster embryo bioassay. In: Water Quality Criteria, Amer. Soc. for
  Testing and Materials, Special Tech. Pub. No. 416. pp. 112-120.

6.5  Fish
Brungs, W.  A. 1969. Chronic toxicity of zinc of the fathead minnow, Pimephales promelas Rafinesque. Trans. Amer.  Fish. Soc.
  98:272-279.
Eaton, J. G. 1970. Chronic malathion toxicity to the bluegill (Lepomis macrochirus Rafinesque). Water Res. 4:673-684.
McKim, J. M., and D. A. Benoit. 1971. Effects of long-term exposures to copper on survival, growth, and reproduction of brook trout
  Salvelinus fontinalis (Mitchill). J. Fish. Res. Bd. Canada, 28:655-662.
Mount, D. I., and C. E. Stephan. 1969. Chronic toxicity of copper to the fathead minnow (Pimephales promelas, Rafinesque) in soft
  water. J. Fish. Res. Bd. Canada, 26:2449-2457.
Sprague, J. B. 1969. Measurement of pollutant toxicity to fish. I. Bioassay methods for acute toxicity. Water Res. 3:793-821.
Sprague, J. B. 1970. Measurement of pollutant toxicity to fish. II. Utilizing and applying bioassay results. Water Res. 4:3-32.
                                                          11

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                   RECOMMENDED BIOASSAY PROCEDURES
                       NATIONAL WATER QUALITY LABORATORY
                                  DULUTH, MINNESOTA
Recommended Bioassay Procedures are  estab-
lished by the approval of both the Committee
on Aquatic  Bioassays and the Director of the
National Water Quality Laboratory. The main
reasons for establishing them are: (1) to permit
direct comparison  of test results,  (2)  to  en-
courage the use of the best procedures available,
and (,3) to  encourage uniformity. These proce-
dures should be used by National Water Quality
Laboratory personnel whenever possible, unless
there  is a  good reason for  using some other
procedure.
Recommended Bioassay Procedures consider the
basic elements that are believed to be important
in obtaining reliable and reproducible results in
laboratory bioassays. An attempt has been made
to adopt the best acceptable procedures based
on current  evidence and opinion, although it is
recognized  that alternative procedures may be
adequate. Improvements in the  procedures are
being considered and tested, and revisions will
be  made  when  necessary.  Comments and
suggestions  are encouraged.
  Director, National Water Quality Lab (NWQL)

  Committee on Aquatic Bioassays, NWQL
                                           13

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                            Fathead Minnow Pimephales promelas
                                  Rafinesque Chronic Tests
                                         April, 1971
                                   (Revised January, 1972)
1.0  PHYSICAL SYSTEM

1.1  Diluter
  Proportional  diluters  (Mount  and  Brungs,
1967)  should be  employed  for  all long-term
exposures.  Check  the  operation of the diluter
daily, either directly or through measurement of
toxicant  concentrations.  A minimum of  five
toxicant concentrations and one control should
be used for each test with a dilution factor of
not less than 0.30. An automatically triggered
emergency  aeration and alarm  system must be
installed to alert staff in case of diluter, tempera-
ture control or water supply failure.

1.2  Toxicant Mixing
  A  container  to  promote mixing  of toxicant-
bearing and w-cell water should  be used between
diluter  and tanks  for  each  concentration.
Separate  delivery  tubes should run from  this
container to each duplicate tank. Check at least
once  every  month to see  that  the intended
amounts  of water are going to each duplicate
tank or chamber.

1.3  Tank
  Two arrangements  of  test  tanks (glass, or
stainless steel with glass ends) can be utilized:

  a.  Duplicate spawning tanks measuring  1X1
     X 3 ft.  long with  a one sq. ft. portion at
     one end screened off and divided in half for
     the progeny.  Test  water is to be delivered
     separately  to the larval  and  spawning
     chambers  of  each tank,  with  about one-
     third the water volume going to the former
     chamber as to the latter.
  b.  Duplicate spawning tanks measuring  1  X 1
     X 2  ft. long with  a  separate  duplicate
     progeny tank for each spawning tank.  The
     larval  tank for each spawning tank should
     be a minimum of 1  cu. ft. dimensionally
     and divided to form two  separate larval
     chambers  with  separate  standpipes,  or
     separate 1/2 sq. ft. tanks may be used. Test
     water  is  to be supplied by delivery tubes
     from the mixing cells described in Step 2
     above.
  Test water depth in tanks and chambers for
both a and b above should be 6 inches.

1.4  Flow Rate
  The flow  rate to  each chamber (larval or
adult)  should  be  equal  to 6  to  10  tank
volumes/24 hr.

1.5  Aeration
  Total dissolved oxygen levels should never be
allowed to  drop below 60%  of saturation, and
flow rates must be increased if oxygen levels do
drop below 60%. As a first alternative, flow rates
can be increased above those specified  in  1.4.
Only  aerate (with oil free air) if testing a non-
volatile  toxic agent, and then as  a last resort to
maintain dissolved oxygen at 60% of saturation.

1.6  Cleaning
  All adult tanks, and larvae tanks and chambers
after larvae swim-up, must be siphoned a mini-
mum of 2 times weekly and brushed or scraped
when algal or fungus growth  becomes excessive.

1.7  Spawning Substrate
  Use spawning substrates made from  inverted
cement and asbestos halved, 3-inch ID drain tile,
or the equivalent, each of these being  3 inches
long.

1.8  Egg Cup
  Egg  incubation  cups are  made  from either
3-inch sections of 2-inch OD (1  1/2-inch ID)
polyethylene  water hose or 4-oz.,  2-inch OD
round glass jars  with the  bottoms cut off.  One
end of the jar or hose sections is covered with
                                             15

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BIOLOGICAL METHODS
stainless steel or nylon screen (with a minimum
of 40 meshes per inch). Cups are oscillated in
the test water by means of a rocker arm appara-
tus driven by a 2 r.p.m. electric motor (Mount,
1968). The vertical-travel distance  of the cups
should be 1 to 1  1/2 inches.


1.9  Light
  The  lights used should  simulate sunlight as
nearly  as possible. A combination of Duro-Test
(Optima  FS)1 -2  and wide spectrum Grow-lux3
fluorescent tubes has proved satisfactory at the
NWQL.


1.10  Photoperiod
  The  photoperiods to be used (Appendix A)
simulate  the  dawn to dusk times of Evansville,
Indiana.  Adjustments  in  day-length are to be
made on the  first and fifteenth day of every
Evansville test month. The table  is arranged so
that adjustments need be made only in the dusk
times.  Regardless  of the actual  date that the
experiment is started, the Evansville test photo-
period  should be adjusted so  that the mean or
estimated hatching date of the fish used to start
the  experiment  corresponds to the Evansville
test  day-length  for  December first.  Also, the
dawn and dusk times listed in the table need not
correspond to the actual times where the experi-
ment is  being conducted. To illustrate these
points,  an  experiment  started with 5-day-old
larvae  in Duluth,  Minnesota, on  August  28
(actual date), would require use of a December  5
Evansville test photoperiod, and the lights could
go on  anytime on that day just so long as they
remained on for  10 hours and 45 minutes. Ten
days later (Sept.  7 actual date,  Dec. 15 Evans-
ville test date) the day-length would be changed
to 10 hours and 30 minutes. Gradual changes in
light intensity at  dawn  and  dusk (Drummond
and  Dawson,  1970), if  desired,  should be in-
cluded within the day-lengths shown, and should
not last for more than 1/2 hour from full on to
full off and vice versa.
1 Mention of trade names does not constitute endorsement.
 Duro-Test, Inc., Hammond, Ind.
 Sylvania, Inc., New York, N. Y.
1.11  Temperature

  Temperature  should  not  deviate  instanta-
neously  from  25°C  by  more  than  2°C and
should not remain  outside  the  range  of  24  to
26°C for more than 48 hours at a time. Temper-
ature should be recorded continuously.

1.12  Disturbance

  Adults  and  larvae  should be  shielded from
disturbances such as people  continually walking
past  the  chambers,  or from  extraneous  lights
that might alter the intended photoperiod.

1.13  Construction Materials

  Construction  materials  which contact  the
diluent water should not contain leachable sub-
stances and should not sorb significant amounts
of substances from the water. Stainless steel is
probably  the preferred  construction  material.
Glass absorbs some trace organics significantly.
Rubber should not be used.  Plastic containing
fillers, additives, stabilizers,  plasticizers,  etc.,
should  not  be  used.  Teflon, nylon, and their
equivalents   should  not  contain  leachable
materials  and should  not  sorb  significant
amounts of most substances. Unplasticized poly-
ethylene and polypropylene should not contain
leachable substances, but may sorb very signifi-
cant amounts of trace organic compounds.

1.14 Water

  The water used  should  be  from a well or
spring if at all  possible, or  alternatively from a
surface water source. Only as a last resort should
water from a chlorinated municipal water supply
be  used. If it is thought that the water supply
could be conceivably  contaminated  with  fish
pathogens, the  water  should be passed through
an  ultraviolet  or similar sterilizer  immediately
before it enters the test system.

2.0  BIOLOGICAL SYSTEM

2.1   Test Animals

   If possible,  use  stocks of fathead  minnows
from the National Water Quality Laboratory in
Duluth,  Minnesota  or  the  Fish  Toxicology
                                             16

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                                                                 FATHEAD MINNOW BIO ASSAY
Laboratory  in  Newtown,  Ohio.  Groups of
starting fish should  contain  a mixture of
approximately equal number  of eggs or larvae
from  at least three different females. Set aside
enough eggs or larvae at the start of the test to
supply an adequate number of fish for the acute
mortality  bioassays used  in determining appli-
cation factors.

2.2  Beginning Test
  In beginning the test, distribute 40 to 50 eggs
or 1-to 5-day-old larvae per duplicate tank using
a stratified random assignment (see 4.3).  All
acute mortality tests should  be conducted when
the fish are 2 to 3 months  old. If eggs or  1-to
5-day-old larvae  are not available, fish up to 30
days of age may be used to start the  test. If fish
between 20  and  60  days  old  are used, the
exposure should be designated a partial chronic
test. Extra test  animals  may  be added  at the
beginning so  that fish  can be  removed periodi-
cally for special  examinations (see 2.12.) or for
residue analysis (see 3.4).

2.3  Food
  Feed the fish a frozen trout food (e.g., Oregon
Moist). A minimum of once  daily, fish should be
fed ad libitum the largest pellet they will take.
Diets  should  be  supplemented weekly with live
or  frozen-live  food  (e.g.,  Daphnia,  chopped
earthworms, fresh or frozen  brine shrimp, etc.).
Larvae  should   be  fed a fine trout starter a
minimum  of  2  times daily,  ad libitum;  one
feeding each day  of  live young zoo plankton
from mixed cultures of small copepods, rotifers,
and  protozoans  is  highly recommended.  Live
food is especially important when larvae are just
beginning to  feed, or about 8 to 10 days after
egg deposition.  Each batch  of food should be
checked  for  pesticides (including DDT, TDE,
dieldrin, lindane, methoxychlor, endrin, aldrin,
BHC,  chlordane, toxaphene, 2,4-D, and PCBs),
and the kinds and amounts  should be reported
to the project officer or recorded.

2.4 Disease
  Handle  disease outbreaks  according  to their
nature, with  all  tanks  receiving  the same treat-
ment  whether there  seems to  be sick fish in all
of them or not. The frequency of treatment
should be held to a minimum.

2.5  Measuring Fish
  Measure total  lengths of all starting fish at 30
and 60 days by the photographic method used
by McKim and  Benoit  (1971). Larvae or juve-
niles are transferred to a glass box containing  1
inch of test  water. Fish should be moved to and
from this box in a water-filled container, rather
than by netting them. The glass box is placed on
a translucent millimeter grid over a fluorescent
light  platform to provide  background  illumi-
nation.  Photos are then taken of the fish over
the millimeter grid and are enlarged into 8 by 10
inch prints.  The length  of each  fish is sub-
sequently determined by comparing  it  to the
grid. Keep  lengths of  discarded fish separate
from those of fish that are to be kept.

2.6  Thinning
  When the starting fish are sixty (± 1 or 2) days
old,  impartially  reduce  the number of surviving
fish  in  each tank to 15. Obviously injured or
crippled individuals may be discarded before the
selection so long as  the number is  not reduced
below  15; be sure  to  record the number of
deformed fish discarded from each tank. As  a
last resort in obtaining  15 fish per  tank, 1 or  2
fish  may be  selected  for  transfer from one
duplicate to the other. Place five spawning tiles
in each duplicate tank, separated fairly widely to
reduce interactions between male fish guarding
them.  One should also be  able to look under
tiles  from  the  end  of the  tanks. During the
spawning period, sexually maturing males must
be removed at weekly intervals so  there are no
more than four  per tank. An effort should be
made not to  remove those  males  having well
established territories under tiles where recent
spawnings have occurred.

2.7  Removing Eggs
  Remove eggs  from spawning tiles starting at
12:00  noon Evansville test  time (Appendix A)
each day. As indicated in Step 1.10, the test
time need not  correspond  to  the  actual time
where  the test  is being  conducted.  Eggs are
loosened from  the  spawning tiles and  at the
                                             17

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BIOLOGICAL METHODS
same time separated from one another by lightly
placing a finger on the egg mass and moving it in
a circular pattern with increasing pressure until
the eggs begin to roll. The groups of eggs should
then  be washed into  separate, appropriately
marked containers  and subsequently handled
(counted, selected for incubation, or discarded)
as soon as possible after all eggs have been re-
moved and the spawning tiles put back into the
test  tanks.  All  egg  batches  must be checked
initially for different stages of development. If it
is  determined  that  there is  more   than  one
distinct stage of development present, then each
stage must be considered as one spawning and
handled separately as described in Step 2.8.


2.8  Egg Incubation and Larval Selection
  Impartially  select  50 unbroken  eggs from
spawnings of 50 eggs  or more and place them in
an egg incubator cup for determining viability
and hatchability. Count the remaining eggs and
discard  them. Viability and hatchability deter-
minations must be made on each spawning (>49
eggs) until  the number of spawnings  (>49 eggs)
in each  duplicate tank equals the number  of
females in that tank. Subsequently,  only  eggs
from every third spawning (>49 eggs) and none
of those obtained on weekends need be set up  to
determine  hatchability; however, weekend
spawns must still be removed from tiles and the
eggs counted. If unforeseen problems are encoun-
tered in determining egg  viability and  hatch-
ability, additional spawnings should be sampled
before switching to the setting up of eggs from
every third spawning. Every day, record the live
and dead eggs in the incubator cups, remove the
dead  ones, and clean  the  cup  screens. Total
numbers of eggs accounted for  should  always
add up to within two of 50 or the entire batch is
to be discarded. When larvae begin  to  hatch,
generally after  4 to 6 days, they should  not  be
handled  again  or  removed from the egg-cups
until all have hatched. Then, if enough are still
alive, 40 of these are eligible  to be  transferred
immediately  to a larval  test chamber.  Those
individuals selected  out to bring the number
kept to 40 should be chosen impartially. Entire
egg-cup-groups not used for survival and growth
studies should be counted and discarded.
2.9  Progeny Transfer
  Additional important information on  hatch-
ability and  larval survival is  to  be gained by
transferring control  eggs  immediately  after
spawning  to concentrations where spawning is
reduced or absent, or to where an affect is seen
on survival of eggs or larvae, and by transferring
eggs from  these  concentrations to the control
tanks.  One larval chamber in, or  corresponding
to, each adult tank should  always be reserved for
eggs produced in that tank.

2.10  Larval Exposure
  From early spawnings in each duplicate tank,
use the larvae hatched in the egg incubator cups
(Step 2.8.  above) for 30 or 60 day growth and
survival exposures in the  larval chambers.  Plan
ahead in setting up eggs for hatchability so that
a new group of larvae is ready to be tested for
30  or 60  days  as  soon  as  possible after the
previously  tested group comes out of the larval
chambers. Record mortalities,  and measure  total
lengths of larvae at 30 and, if they are kept, 60
days posthatch. At the time  the larval test is
terminated they should also be weighed. No fish
(larvae, juveniles, or adults) should be fed within
24 hr's. of when they are to be weighed.

2.11  Parental Termination
  Parental  fish testing should be  terminated
when,  during  the  receding day-length  photo-
period, a  one  week period passes in which no
spawning  occurs  in any of the tanks. Measure
total lengths and weights of parental fish; check
sex and condition  of gonads. The gonads of
most  parental  fish will have  begun  to  regress
from  the  spawning condition, and thus the dif-
ferences between the sexes will be less distinct
now than previously. Males and females that are
readily distinguishable from one another because
of  their  external  characteristics  should be
selected   initially  for  determining  how  to
differentiate between testes and ovaries. One of
the  more  obvious  external  characteristics  of
females that have spawned is an extended, trans-
parent anal canal  (urogenital  papilla).  The
gonads of both sexes will  be located just ventral
to the kidneys. The ovaries of the females at this
time  will  appear transparent,  but perhaps con-
                                             18

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                                                                FATHEAD MINNOW BIOASSAY
taining some yellow pigment, coarsely granular,
and larger than testes. The testes of males will
appear as slender, slightly milky, and very finely
granular strands. Fish  must not be frozen before
making these examinations.

2.12  Special Examinations
  Fish and eggs obtained  from the test should
be  considered  for physiological,  biochemical,
histological and other examinations which may
indicate certain toxicant-related effects.

2.13  Necessary Data
  Data that must be reported for each tank of a
chronic test are:

  a. Number  and  individual  total  length  of
     normal and  deformed fish at  30 and  60
     days; total  length, weight and number of
     either sex, both  normal and deformed, at
     end of test.
  b. Mortality during the test.
  c. Number of spawns and eggs.
  d. Hatchability.
  e. Fry survival, growth, and deformities.

3.0  CHEMICAL SYSTEM

3.1   Preparing a Stock Solution

  If a toxicant cannot  be introduced into the
test water as is, a stock solution should  be pre-
pared by dissolving the  toxicant in water or an
organic solvent.  Acetone has  been the  most
widely  used  solvent, but  dimethylformanide
(DMF) and  triethylene glycol may be preferred
in many cases.  If  none of these solvents are
acceptable, other water-miscible solvents such as
methanol,  ethanol,  isopropanol,  acetonitrile,
dimethylacetamide  (DMAC), 2-ethoxyethanol,
glyme  (dimethylether  of ethylene  glycol,
diglyme (dimethyl  ether of diethylene  glycol)
and  propylene glycol  should  be  considered.
However,  dimethyl sulfoxide  (DMSO)  should
not be used if  at all  possible  because of its
biological properties.
  Problems of rate of  solubilization or solubility
limit should be solved by mechanical means if at
all possible. Solvents, or as a  last  resort,  sur-
factants, can be used for this purpose, pnly after
they have  been  proven to be necessary in the
actual  test system. The suggested surfactant  is
p-tert-octylphenoxynonaethoxy-ethanol (p-1,  1,
3,  3-tetramethylbutylphenoxynonaethoxy-
ethanol,  OPE10) (Triton  X-100, a product of
the Rohm and Haas Company, or equivalent).
  The  use  of solvents, surfactants,  or other
additives should be avoided whenever possible.
If an  additive is  necessary, reagent  grade or
better  should  be  used.  The  amount of an
additive used should be kept to a minimum, but
the  calculated concentration  of a solvent to
which  any  test  organisms are exposed  must
never exceed one one-thousandth of the 96-hr.
LC50 for test species under the test conditions
and  must never exceed one gram  per  liter of
water.  The  calculated concentration  of  sur-
factant or  other  additive to  which  any  test
organisms are exposed must never exceed one-
twentieth of the concentration of the  toxicant
and  must never exceed one-tenth gram per liter
of water. If any additive  is used,  two sets of
controls must be used, one exposed to  no addi-
tives and one exposed  to the  highest level of
additives to  which any other organisms in the
test are exposed.

3.2  Measurement of Toxicant Concentration

  As a minimum, the concentration of toxicant
must be  measured in one  tank  at each  toxicant
concentration every week  for each set of dupli-
cate tanks, alternating  tanks at each concen-
tration   from  week  to week.  Water  samples
should be taken about midway  between the top
and bottom and the sides of the tank and should
not include any  surface scum or material stirred
up  from  the bottom  or sides of the  tank.
Equivolume  daily  grab samples can  be  com-
posited for a week if it  has been shown that the
results of the analysis are not affected by storage
of the sample.
  Enough  grouped grab   samples  should  be
analyzed  periodically  throughout  the  test to
determine whether or not  the concentration of
toxicant is reasonably constant  from day to day
in one tank and from one tank to its duplicate.
If not,  enough  samples  must  be  analyzed
weekly throughout the test  to show the vari-
ability of the toxicant concentration.
                                             19

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BIOLOGICAL METHODS
3.3  Measurement  of Other Variables
  Temperature must be recorded continuously
(see  1.11.).
  Dissolved  oxygen must be  measured in  the
tanks daily, at least five days a week on an alter-
nating basis, so that each tank is analyzed once
each  week.  However,  if the  toxicant or  an
additive causes a depression in dissolved oxygen,
the toxicant concentration  with the lowest dis-
solved oxygen concentration  must be analyzed
daily in addition to the above requirement.
  A  control and one test concentration must be
analyzed weekly  for pH, alkalinity,  hardness,
acidity,  and  conductance, or  more  often, if
necessary, to  show  the variability in the  test
water. However, if any  of  these characteristics
are affected by the toxicant,the tanks must be
analyzed for that  characteristic daily, at  least
five days a week, on  an  alternating basis so that
each tank is analyzed once every other week.
  At a minimum,  the test  water must be ana-
lyzed at  the beginning and near the  middle of
the test  for calcium, magnesium,  sodium,  po-
tassium, chloride, sulfate, total  solids, and total
dissolved solids.

3.4  Residue Analysis
  When possible and deemed necessary, mature
fish,   and  possibly eggs, larvae, and  juveniles,
obtained from the test, should  be analyzed for
toxicant  residues.  For fish,  muscle  should be
analyzed,  and  gill,  blood,  brain, liver,  bone,
kidney, GI tract, gonad, and skin should be con-
sidered for analysis.  Analyses of whole organ-
isms  may be done in  addition to, but should not
be done  in  place of,  analyses of  individual
tissues, especially muscle.

3.5  Methods
  When  they  will provide  the desired  infor-
mation with acceptable  precision and accuracy,
methods described  in  Methods  for  Chemical
Analysis  of Water  and Wastes  (EPA,  1971)
should be used unless there is  another method
which requires much less time  and can provide
the desired information  with  the same or better
precision and accuracy. At a minimum, accuracy
should be measured using the method of known
additions  for  all analytical methods for tox-
icants. If available, reference samples should be
analyzed  periodically  for  each  analytical
method.

4.0  STATISTICS

4.1  Duplicates
   Use true  duplicates for  each  level of  toxic
agent, i.e., no water connections between dupli-
cate tanks.

4.2  Distribution of Tanks
   The tanks  should be assigned to locations by
stratified  random assignment (random assign-
ment of one tank for each level of toxic agent in
a  row followed by random assignment of the
second  tank for each level of  toxic agent in
another or an extension of the same row).

4.3  Distribution of Test Organisms
   The test organisms should be assigned to tanks
by stratified random assignment (random assign-
ment of one test organism to each tank, random
assignment of  a  second test organism to each
tank, etc.).

5.0  MISCELLANEOUS

5.1  Additional Information
   All routine  bioassay flow-through methods
not covered in  this procedure (e.g., physical and
chemical  determinations,  handling of  fish)
should  be  followed  as described in Standard
Methods for  the Examination of  Water and
Waste water,  (American  Public  Health  Associ-
ation, 1971),  or information  requested  from
appropriate persons at Duluth or Newtown.

5.2 Acknowledgments
   These  procedures  for the  fathead  minnow
were compiled by John Eaton for the Commit-
tee  on  Aquatic Bioassays.  The  participating
members of this committee are: Robert Andrew,
John  Arthur,  Duane  Benoit,  Gerald  Bouck,
William Brungs,  Gary  Chapman,  John Eaton,
John Hale, Kenneth  Hokanson, James McKim,
Quentin  Pickering, Wesley  Smith,  Charles
Stephan, and James Tucker.
                                            20

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                                                                                  FATHEAD MINNOW BIOASSAY




6.0  REFERENCES

  For additional information concerning flow through bioassays with fathead minnows, the following references are listed:

American Public Health Association. 1971. Standard methods for the examination of water and wastewater. 13th ed. APHA. New
  York.
Brungs, William A. 1969. Chronic toxicity of zinc to the fathead minnow, Pimephales promelas Rafinesque. Trans. Amer. Fish. Soc.
  98(2): 272-279.
Brungs, William A. 1971. Chronic effects of low dissolved oxygen concentrations on the fathead minnow (Pimephales promelas ), J.
  Fish. Res. Bd. Canada, 28(8): 1119-1123.
Brungs, William A. 1971. Chronic effects of constant elevated temperature on  the fathead minnow  (Pimephales promelas). Trans.
  Amer. Fish. Soc. 100(4): 659-664.
Carlson, Dale R. 1967. Fathead minnow, Pimephales promelas Rafinesque, in the Des Moines River, Boone County, Iowa, and the
  Skunk River drainage, Hamilton and Story Counties, Iowa. Iowa State J. Sci.  41(3): 363-374.
Drummond, Robert A., and Walter F. Dawson. 1970. An inexpensive method for simulating Diel patterns of lighting in the laboratory.
  Trans. Amer. Fish. Soc. 99(2):434-435.
Isaak, Daniel. 1961. The ecological life history of the fathead minnow, Pimephales promelas (Rafinesque ).Ph.D. Thesis, Library, Univ.
  of Minnesota.
Markus, Henry C. 1934. Life history of the fathead minnow (Pimephales promelas j, Copeia, (3):  116-122.
McKim, J. M.,  and D. A. Benoit. 1971. Effect of long-term exposures to copper on survival, reproduction, and growth of brook trout
  Salvelinus fontinalis (Mitchill). J. Fish. Res. Bd. Canada, 28: 655-662.
Mount, Donald I. 1968. Chronic toxicity of copper to fathead minnows (Pimephales promelas, Rafinesque). Water Res. 2: 215-223.
Mount, Donald I., and William Brungs. 1967. A simplified dosing apparatus for fish toxicology studies. Water Res. 1: 21-29.
Mount, Donald I., and Charles E.  Stephan. 1967. A method for establishing acceptable toxicant limits for fish  — malathion and the
  butoxyethanol ester of 2,4-D. Trans. Amer. Fish. Soc. 96(2): 185-193.
Mount, Donald I.,  and Charles E.  Stephan. 1969. Chronic toxicity of copper to the fathead minnow (Pimephales promelas) in soft
  water. J. Fish. Res. Bd. Canada, 26(9): 2449-2457.
Mount, Donald I.,  and Richard E. Warner. 1965. A serial-dilution apparatus for continuous  delivery of various concentrations of
  materials in water. PHS Publ. No. 999-WP-23. 16 pp.
Pickering, Quentin H., and Thomas O. Thatcher. 1970. The chronic toxicity of linear alkylate sulfonate (LAS) to Pimephales promelas
  Rafinesque. JWPCF, 42(2): 243-254.
Pickering, Quentin H.,  and William N. Vigor. 1965. The acute toxicity of zinc to eggs and fry of the fathead minnow. Progr. Fish-Cult.
  27(3): 153-157.
Verma, Prabha. 1969.  Normal stages in the development of Cyprinus carpio var. communis  L. Acta biol. Acad. Sci.  Hung. 21(2):
  207-218.
                                                         21

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                                           FATHEAD MINNOW BIOASSAY
                   Appendix A
        Test (Evansville, Indiana) Photoperiod
            For Fathead Minnow Chronic
Dawn to Dusk
Time
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
6:00
-4:45)
-4:30)
-4:30)
-4:45)
-5:15)
-5:45)
-6:15)
-7:00)
-7:30)
-8:15)
-8:45)
-9:15)
-9:30)
-9:45)
-9:45)
-9:30)
-9:00)
-8:30)
Date
DEC. 1
15
JAN. 1
15
FEB. 1
15
MAR. 1
15
APR. 1
15
MAY 1
15
JUNE 1
15
JULY 1
15
AUG. 1
15
Day-length (hour and minute)
10:45)
10:30)
10:30)
10:45)
11:15)
11:45)
12:15)
13:00)
13:30)
14:15)
14:45)
15:15)
15:30)
15:45)
15:45)
15:30)
15:00)
14:30)


5-month pre-spawning
growth period


4-month spawning
period

6:00-8:00)   SEPT.   1   14:00)
6:00-7:30)          15   13:30)

6:00-6:45)   OCT.    1   12:45) post spawning period
6:00-6:15)          15   12:15)

6:00-5:30)   NOV.    1   11:30)
6:00-5:00)          15   11:00)
                        23

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                               Brook Trout Salvelinus fon finales
                                (Mitchill) Partial Chronic Tests
                                         April, 1971
                                   (Revised January, 1972)
1.0  PHYSICAL SYSTEM

1.1  Diluter
  Proportional diluters  (Mount  and  Brungs,
1967) should be  employed for all  long-term
exposures.  Check  the operation of the diluter
daily, either  directly or through  the  measure-
ment of toxicant concentrations. A minimum of
five  toxicant  concentrations and one control
should  be  used for each test  with a  dilution
factor of not  less  than 0.30. An automatically
triggered emergency aeration and  alarm system
must be installed to alert staff in case of diluter,
temperature control or water supply failure.

1.2  Toxicant Mixing
  A container to  promote  mixing of toxicant-
bearing  and w-cell water should  be used between
diluter and  tanks  for  each concentration.
Separate delivery  tubes should run  from this
container to each  duplicate tank.  Check to see
that the same  amount of water goes to  duplicate
tanks and that the toxicant  concentration is the
same in  both.

1.3  Tank
  Each  duplicate   spawning tank (preferably
stainless steel) should  measure  1.3 X  3  X 1  ft.
wide with  a water  depth  of 1  foot  and alevin-
juvenile growth chambers  (glass or stainless steel
with glass  bottom) 7 X 15  X 5 in. wide with a
water depth of 5 inches. Growth chambers can
be supplied test water by either separate delivery
tubes from the mixing cells described in Step 2
above or  from  test water  delivered from the
mixing  cell to each duplicate spawning tank. In
the second choice,  test water must always flow
through growth chambers before entering the
spawning tank. Each growth chamber should be
designed so that the test  water can be drained
down to  1 inch and  the chamber  transferred
over a fluorescent  light box for photographing
the fish  (see 2.10).
1.4  Flow Rate
  Flow rates for each duplicate spawning tank
and  growth  chamber  should  be  6-10  tank
volumes/24 hr.
1.5  Aeration
  Brook trout tanks and growth chamtvr« must
be aerated with oil free air unless the-,- are no
flow limitations and 60% of saturatir -i  uin be
maintained. Total dissolved oxygen levels should
never be allowed  to  drop below  60% of satu-
ration.
1.6  Cleaning
  All tanks  and chambers must  be siphoned
daily and brushed at least once per week. When
spawning commences, gravel baskets must be re-
moved and cleaned daily.
1.7  Spawning Substrates
  Use  two  spawning  substrates per duplicate
made of plastic or stainless steel which measure
at least 6 X 10 X  12 in. with 2 inches of .25 to
.50 inch stream gravel covering the bottom and
20 mesh stainless steel or nylon screen attached
to the ends for circulation of water.
1.8  Egg Cup
  Egg  incubation  cups are  made  from  4-oz.
2-inch OD round glass jars with the bottoms cut
off and  replaced  with stainless steel  or nylon
screen (40 meshes per inch).  Cups are oscillated
in the  test  water  by means of a rocker arm
apparatus driven by a 2 r.p.m. electric  motor
(Mount, 1968).
1.9  Light
  The lights used  should simulate  sunlight as
nearly as possible. A combination of Duro-Test
(Optima FS)1'2  and  wide spectrum  Gro-lux3
fluorescent tubes has proved satisfactory at the
NWQL.
1 Mention of trade names does not constitute endorsement.
2Duro-Test, Inc., Hammond, Ind.
3Sylvania, Inc., New York, N. Y.
                                             25

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BIOLOGICAL METHODS
1.10  Photoperiod
  The photoperiods to be used (Appendix A)
simulate  the dawn to dusk times of Evansville,
Indiana.  Evansville  dates must  correspond to
actual dates in order to avoid putting natural
reproductive cycles out of phase. Adjustments in
photoperiod are to be  made  on the first and
fifteenth of every  Evansville  test month.  The
table  is arranged so that adjustments need be
made only in the dusk times. The dawn and
dusk  times listed in the table (Evansville test
time) need not  correspond to the actual test
times where  the test  is being conducted.  To
illustrate this point, a test started on March first
would require the  use  of the photoperiod  for
Evansville test date March first, and  the lights
could go on any time on that day just so long as
they remained on for twelve hours and fifteen
minutes.  Fifteen days  later  the  photoperiod
would be changed  to  thirteen hours. Gradual
changes  in light  intensity  at dawn  and dusk
(Drummond  and Dawson,  1970),  may  be in-
cluded  within  the  photoperiods  shown,  and
should not last for more than 1 /2 hour from full
on to full off and vice versa.
1.11  Temperature
  Utilize the attached  temperature regime (see
Appendix B).  Temperatures should not deviate
instantaneously from the specified test tempera-
ture by more  than  2°C and should not remain
outside the specified temperature ±1°C for more
than 48 hours at a time.

1.12  Disturbance
  Spawning tanks and growth chambers must be
covered  with  a  screen  to confine the fish and
concealed in such a way that the fish will not be
disturbed by persons continually  walking past
the system. Tanks  and chambers must also be
shielded  from extraneous light which can affect
the intended  photoperiod or damage light-sensi-
tive eggs  and alevins.

1.13  Construction  Materials
  Construction  materials  which  contact  the
diluent water should not contain leachable sub-
stances and should not  sorb significant amounts
of substances  from the water. Stainless steel is
probably  the  preferred construction material.
Glass absorbs some trace organics significantly.
Rubber should not be used. Plastic containing
fillers, additives, stabilizers, plasticizers, etc.,
should not  be used.  Teflon, nylon,  and their
equivalents  should not  contain  leachable
materials  and  should  not  sorb  significant
amounts of most substances. Unplasticized pol-
yethylene and polypropylene should not contain
leachable  substances,  but may sorb very signifi-
cant amounts of trace organic compounds.

1.14  Water
  The water used  should  be  from  a  well or
spring if at  all possible, or alternatively from a
surface water source. Only as a last resort should
water from a chlorinated municipal water supply
be used. If  it is thought that the water supply
could  be conceivably contaminated  with fish
pathogens, the water should be passed  through
an ultraviolet or similar sterilizer immediately
before it enters the test system.

2.0  BIOLOGICAL SYSTEM

2.1  Test Animals
  Yearling fish should be collected no later than
March 1  and acclimated in the laboratory to test
temperature and water quality for at least one
month before the test is initiated. Suitability of
fish  for testing should be judged on the basis of
acceptance  of  food,  apparent lack of diseases,
and  2% or less mortality during acclimation with
no mortality two weeks prior to test. Set aside
enough fish to supply an adequate number for
short-term  bioassay  exposures  used in deter-
mining application factors.

2.2  Beginning Test
  Begin  exposure no later than April 1 by dis-
tributing  12 acclimated yearling brook trout per
duplicate using a stratified random assignment
(see   4.3).  This allows  about  a  four-month
exposure  to the toxicant  before  the onset  of
secondary or rapid growth phase of the gonads.
  Extra test animals may be added at the begin-
ning so that fish can be removed periodically for
special examinations (see 2.13), or for residue
analysis (see 3.4).
                                             26

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                                                                     BROOK TROUT BIO ASSAY
2.3  Food
  Use  a good frozen trout food (e.g., Oregon
Moist).  Fish should be fed the largest pellet they
will  take  a  minimum of two times daily. The
amount should be based on a reliable  hatchery
feeding schedule.  Alevins and  early  juveniles
should be fed trout starter a minimum of five
times daily.  Each batch of prepared food should
be checked for pesticides (including DDT, TDE,
dieldrin, endrin, aldrin, BHC, chlordane,  toxa-
phene,  2,4-D, and PCBs), and the kinds and
amounts  should  be reported  to  the project
officer or recorded.

2.4  Disease
  Handle  disease outbreaks according to their
nature,  with  all  tanks receiving the same  treat-
ment whether there seems to be sick fish in all
of them  or  not.  The  frequency of treatment
should be  held to a minimum.

2.5  Measuring Fish
  Record  mortalities daily, and measure fish
directly at initiation of test, after three months
and  at  thinning  (see  2.6) (total  length and
weight). Fish should not  be fed 24 hours before
weighing and lightly anesthetized with MS-222
to facilitate  measuring  (100  nig  MS-222/liter
water).

2.6  Thinning
  When secondary sexual characteristics are well
developed (approximately two  weeks  prior to
expected spawning), separate males, females and
undeveloped  fish  in each duplicate and ran-
domly reduce sexually mature fish (see 4.4) to
the desired number of 2  males and 4 females,
and  discard  undeveloped fish after exami-
nation. Place two spawning substrates (described
earlier) in each duplicate. Record the number of
mature, immature,  deformed  and injured  males
and females in each tank and the number from
each category discarded.  Measure total length
and  weight  of all  fish  in  each  category before
any are discarded and note which ones  were dis-
carded.

2.7  Removing Eggs
  Remove eggs  from the redd  at a fixed time
each day  (preferably after 1:00 p.m. Evansville
time, so the fish are not disturbed  during the
morning).

2.8  Egg Incubation and Viability
  Impartially select 50 eggs from the first eight
spawnings of 50 eggs or more in each duplicate
and  place  them  in  an egg incubator cup for
hatch. The remaining eggs from the first eight
spawnings (>50 eggs)  and all  subsequent eggs
from spawnings should be counted and placed  in
separate  egg incubator cups  for determining
viability  (formation  of neural  keel after  11-12
days  at 9°C). The  number  of dead eggs from
each  spawn removed from the nest should be
recorded and discarded. Never place more than
250  eggs in one egg  incubator cup.  All eggs
incubated for viability are  discarded  after  12
days. Discarded eggs can be used for residue
analysis  and  physiological  measurements   of
toxicant-related effects.

2.9  Progeny Transfer
  Additional important information on hatch-
ability and alevin survival can be gained  by trans-
ferring control eggs immediately after spawning
to concentrations where spawning is  reduced  or
absent, or to where an affect is seen  on survival
of eggs  or alevin, and by transferring eggs from
these concentrations to the control tanks. Two
growth  chambers for each duplicate spawning
tank  should  always be reserved for eggs pro-
duced in that tank.

2.10  Hatch and Alevin Thinning
  Remove dead eggs daily from the hatchability
cups described in Step 2.8 above. When hatching
commences, record the number hatched daily  in
each cup. Upon completion of hatch in any cup,
randomly (see 4.4)  select 25  alevins from that
cup. Dead or deformed alevins must not  be in-
cluded in the random selection but should be
counted as being dead or deformed upon hatch.
Measure  total lengths  of the  25  selected and
discarded alevins. Total lengths are measured by
the photographic method used by McKim and
Benoit (1971). The fish are transferred to a glass
box containing 1 inch of test water. They should
be moved to and from this box in a water filled
container, rather than by netting them. The glass
box  is placed on a  translucent millimeter grid
                                            27

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BIOLOGICAL METHODS
over  a  fluorescent  light  box  which  provides
background illumination. Photos are then taken
of  the  fish over  the  millimeter grid and  are
enlarged into 8X10 inch prints. The length of
each  fish  is subsequently determined  by com-
paring it to the grid. Keep lengths of discarded
alevins separate from those which are kept. Place
the 25 selected alevins back into the incubator
cup and preserve the discarded  ones for  initial
weights.

2.11  Alevin-Juvenile Exposure

  Randomly (see  4.4) select  from the incuba-
tion cups  two  groups of  25 alevins  each  per
duplicate for 90-day growth and survival expo-
sures  in the growth chambers.  Hatching from
one spawn may be spread out over  a 3-to 6-day
period; therefore, the median-hatch date should
be used to establish  the 90-day growth and sur-
vival period for each of the two groups of alevins.
If it is determined that the median-hatch dates
for  the  five groups per duplicate will  be more
thai three  weeks apart, then the two groups of
25 i, evins must be selected from those which are
less than three  weeks old. The remaining groups
in the duplicate which do not hatch during the
three-week period are used only for hatchability
results and then photographed for lengths and
preserved for initial weights. In order to equalize
the effects of the incubation cups on growth, all
groups selected for  the  90-day exposure must
remain  in  the incubation  cups  three weeks
before  they  are  released  into  the growth
chambers.  Each of the  two groups selected per
duplicate  must be  kept separate  during  the
90-day  period.  Record mortalities  daily, along
with total lengths 30 and 60 days post-hatch,and
total  length and weight at 90 days post-hatch.
Alevins  and early juveniles should not be fed 24
hours before weighing.  Total lengths are meas-
ured  by transferring the growth chambers de-
scribed  earlier  to a  translucent  millimeter grid
over a fluorescent light box for photographing as
described   in  Step  2.10  above.  Survival and
growth studies  should be terminated after three
moi ths. Terminated fish can. be used for tissue
residue analysis and  physiological measurements
of toxicant-related effects.
2.12  Parental Termination
  All parental fish should be terminated when a
three-week period passes in which no spawning
occurs in any of  the  spawning tanks.  Record
mortality and weigh and measure total length of
parental  fish, check sex and condition of gonads
(e.g., reabsorption, degree  of maturation, spent
ovaries, etc.)  (see 3.4).

2.13  Special Examinations
  Fish and eggs obtained from  the test should
be  considered for physiological,  biochemical,
and  histological investigations  which  may
indicate certain toxicant-related effects.

2.14  Necessary Data

  Data that must be reported for each tank of a
chronic test are:

  a. Number  and  individual weights and  total
     lengths  of normal, deformed, and injured
     mature and immature males and females at
     initiation of  test,  three months after test
     commences,  at thinning and at the end of
     test.
  b. Mortality during the test.
  c. Number  of  spawns  and  eggs. A  mean
     incubation time should be calculated using
     date of  spawning and the median-hatch
     dates.
  d. Hatchability.
  e. Fry survival, growth and deformities.

3.0  CHEMICAL SYSTEM

3.1   Preparing a Stock Solution
  If a toxicant cannot be introduced into the
test water  as is, a  stock solution should be pre-
pared  by dissolving the toxicant in water or an
organic  solvent.  Acetone has  been  the  most
widely used  solvent,  but dimethylformanide
(DMF) and triethylene glycol may be preferred
in  many cases. If none  of these solvents are
acceptable, other water-miscible solvents such as
methanol,  ethanol,  isopropanol,  acetonitrile,
dimethylacetamide (DMAC),  2-ethoxyethanol,
glyme  (dimethylether   of  ethylene  glycoft
diglyme  (dimethyl ether  of diethylene  glycol)
                                             28

-------
and  propylene  glycol  should be  considered.
However, dimethyl  sulfoxide (DMSO) should
not  be used if at all  possible  because of its
biological properties.
  Problems of rate of solubilization or solubility
limit should be solved by mechanical means if at
all possible. Solvents, or as  a last  resort, sur-
factants, can be used for this purpose only after
they have been proven to be necessary in the
actual  test system. The suggested surfactant is
p-tert-octylphenoxynonaethoxyethanol (p-1,  1,
3,  3-tetramethylbutylphenoxynonaethoxy-
ethanol,  OPE10) (Triton  X-100, a product of
the Rohm and Haas Company, or equivalent).
  The  use of solvents, surfactants,  or other
additives should be avoided whenever  possible.
If an  additive  is  necessary,  reagent  grade or
better  should  be  used.  The amount  of an
additive used should be  kept to a minimum, but
the  calculated  concentration of a solvent to
which  any  test  organisms  are  exposed  must
never exceed one one-thousandth of the 96-hr.
LC50 for test species under the  test conditions
and  must never exceed  one  gram  per liter of
water.  The  calculated  concentration  of  sur-
factant or other  additive to which  any  test
organisms are exposed must  never exceed one-
twentieth of the  concentration of the toxicant
and must never exceed one-tenth gram per liter
of water. If any additive is  used,  two sets of
controls  must  be  used,  one exposed  to no
additives and one exposed to the highest level of
additives to which any  other organisms in the
test are exposed.

3.2  Measurement of Toxicant Concentration

  As a minimum,the concentration of toxicant
must be  measured in one tank at each toxicant
concentration  every  week  for  each  set  of
duplicate  tanks, alternating tanks at each con-
centration from week to week. Water samples
should be taken about midway between the top
and bottom and the sides of the tank and should
not include any surface  scum or material stirred
up  from  the   bottom  or sides  of the  tank.
Equivolume  daily grab  samples  can  be  com-
posite lor a week if it has been shown that the
Jesuits of the analysis are not affected by storage
of the sample.
  Enough  grouped  grab  samples should  be
analyzed  periodically  throughout  the  test to
determine  whether or  not the  concentation of
toxicant is reasonably constant  from day to day
in one tank and from one tank to its duplicate.
If not, enough samples must be  analyzed weekly
throughout the  test to show the  variability of
the toxicant concentration.
3.3  Measurement of Other Variables

  Temperature must  be recorded  continuously
(see  1.11).
  Dissolved oxygen must  be measured  in  the
tanks daily at least  five  days  a  week  on an
alternating  basis,  so that each tank is analyzed
once each week. However,  if the toxicant or an
additive causes a depression in dissolved oxygen,
the toxicant  concentration with the lowest  dis-
solved oxygen concentration must be analyzed
daily in addition to the above requirement.
  A  control and one test concentration must be
analyzed weekly  for  pH,  alkalinity, hardness,
acidity,  and  conductance, or  more  often, if
necessary,  to  show the variability in the  test
water.  However,  if any of these characteristics
are affected by the toxicant, the tanks must be
analyzed for that characteristic daily, at least
five days a week,  on an alternating basis,  so that
each tank is analyzed once every other week.
  At a  minimum,  the  test water must be
analyzed at the beginning and near the middle of
the  chronic  test  for calcium,   magnesium,
sodium,  potassium, chloride, sulfate, conduct-
ance, total solid, and total dissolved solids.


3.4  Residue Analysis

  When possible and  deemed necessary, mature
fish,  and  possibly  eggs, larvae, and juveniles,
obtained from the  test, should be analyzed for
toxicant  residues. For fish,  muscle should be
analyzed,  and  gill,  blood,  brain,  liver, bone,
kidney,  GI tract, gonad,  and skin should be
considered  for  analysis.  Analyses  of  whole
organisms  may  be done  in  addition to,  but
should not be done  in place of, analyses of
individual tissues,  especially muscle.
                                            29

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BIOLOGICAL METHODS
3.5  Methods

  When  they  will  provide  the  desired infor-
mation with acceptable precision and accuracy,
methods  described  in  Methods for  Chemical
Analysis  of Water  and  Wastes (EPA,  1971)
should be used unless there  is another method
which requires much  less time and can provide
the desired information with the same or better
precision  and accuracy. At a minimum, accuracy
should be  measured using the method of known
additions  for  all   analytical methods  for
toxicants.  If available, reference samples should
be  analyzed periodically  for each   jnalytical
method.

4.0  STATISTICS

4.1  Duplicates

  Use true duplicates for each level of the toxic
agent, i.e., no water connections between dupli-
cate tanks.

4.2  Distribution of Tanks

  The tanks should be assigned to locations by
stratified   random assignment  (random assign-
ment of  one tank  for each level  of the  toxic
agent in a row, followed by random assignment
of the second  tank for each level  of the  toxic
agent  in  another or  an extension  of the same
row).
4.3  Distribution of Test Organisms
  The test organisms should be assigned to tanks
by stratified random assignment (random assign-
ment of one test organism to each tank, random
assignment  of a second test  organism to each
tank, etc.).

4.4  Selection and Thinning Test Organisms
  At  time  of  selection or  thinning of test
organisms the choice must be random (random,
as defined statistically).

5.0  MISCELLANEOUS

5.1  Additional Information
  All  routine bioassay  flow- through  methods
not covered in this procedure (e.g., physical and
chemical  determinations,  handling  of fish)
should be  followed as  described in Standard
Methods  for the  Examination  of Water and
Wastewater  (American  Public  Health  Associ-
ation, 1971).

5.2  Acknowledgments
  These procedures  for the  brook trout were
compiled by J.  M. McKim and D. A. Benoit for
the   Committee  on  Aquatic  Bioassays.  The
participating  members  of this  committee are:
Robert  Andrew,  John  Arthur,  Duane Benoit,
Gerald Bouck,  William  Brungs,  Gary Chapman,
John  Eaton, John  Hale,  Kenneth  Hokanson,
James McKim, Quentin Pickering, Wesley Smith,
Charles Stephan, and James Tucker.
6.0  REFERENCES
 For additional information concerning flow-through bioassay tests with brook trout, the following references are listed:

Allison, L. N. 1951. Delay of spawning in eatern brook trout by means of artificially prolonged light intervals. Prog. Fish-Cult.  13:
 111-116.
American Public Health Association. 1971. Standard methods for the examination of water and wastewater. 13th ed. APHA,  New
 York.
Carson, B. W.  1955. Four years progress in the use of artificially controlled light to induce early spawning of brook trout.  Prog.
 Fish-Cult. 17:99-102.
Drummond, Robert A., and Walter F. Dawson. 1970. An inexpensive method for simulating Diel patterns of lighting in the laboratory.
 Trans. Amer. Fis,h. Soc. 99(2): 434-435.
Fabricius, E. 1953. Aquarium observations on the spawning behavior of the chai,Salmo alpinus. Rep. Inst. Freshwater Res., Drotting-
 holm, 34: 14-48.
Hale, J. G.  1968.  Observations on brook  trout, Salvelinus fontinalis spawning in 10-gallon aquaria. Trans. Amer. Fish. Soc. 97:
 299-301.
Henderson, N. E. 1962. The annual cycle in the testis of the eastern brook trout, Salvelinus fontinalis (Mitchill).Can. J. Zool. 40:
 631-645.
                                               30

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                                                                                         BROOK TROUT BIOASSAY
Henderson, N. E. 1963. Influence of light and temperature on the reproductive cycle of the eastern brook trout Salvelinus fontinalis
  (Mitchill). J. Fish. Res. Bd. Canada, 20(4):  859-897.
Hoover, E. E.. and H. E. Hubbard, 1937. Modification of the sexual cycle in trout by control of light. Copeia, 4: 206-210.
MacFadden, J. 1961. A population study of the brook trout Salvelinus fontinalis (Mitchill). Wildlife Soc. ?ab. N". 7.
McKim, J. M., and D. A. Benoit. 1971. Effect of long-term exposures to copper on survival, reproduction, and growth of brook trout
  Salvelinus fontinalis (Mitchill). J. Fish. Res. Bd. Canada, 28: 655-662.
Mount, Donald I. 1968. Chronic toxicity of copper to fathead minnows (Pimephales promelas, Rafinesque). Water Res. 2: 215-223.
Mount, Donald I., and William Brungs. 1967. A simplified dosing apparatus for fish toxicology studies. Water Res.  1: 21-29.
Pyle, E. A.  1969. The effect of constant light or constant darkness on the growth and sexual maturity of brook trout. Fish. Res. Bull.
  No. 31. The nutrition of trout, Cortland Hatchery Report No. 36, p 13-19.
U. S.  Environmental Protection Agency.  1971. Methods for Chemical Analysis of Water and Wastes.  Analytical Quality Control
  Laboratory, Cincinnati, Ohio.
Wydoski, R. S., and E. L. Cooper. 1966. Maturation and  fecundity of brook trout from  infertile streams. J. Fish. Res. Bd. Canada,
  23(5): 623-649.
                                                         31

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BIOLOGICAL METHODS
                                    Appendix A
                         Test (Evansville, Indiana) Photoperiod
                            For Brook Trout Partial Chronic

                 Dawn to Dusk
                 	Time	    Date    Day-length (hour and minute)
                  6:00-6:15)   MAR.   1   12:15)
                  6:00-7:00)          15   13:00)

                  6:00-7:30)   APR.   1   13:30)
                  6:00-8:15)          15   14:15)

                  6:00-8:45)   MAY   1   14:45)
                  6:00-9:15)          15   15:15)

                  6:00-9:30)   JUNE   1   15:30)  Juvenile-adult exposure
                  6:00-9:45)          15   15:45)

                  6:00-9:45)   JULY   1   15:45)
                  6:00-9:30)          15   15:30)

                  6:00-9:00)   AUG.   1   15:00)
                  6:00-8:30)          15   14:30)

                  6:00-8:00)   SEPT.   1   14:00)
                  6:00-7:30)          15   13:30)
                                                Spawning and egg incubation
6:00-6:45)   OCT.   1   12:45)
6:00-6:15)         15   12:15)

6:00-5:30)   NOV.   1   11:30)
6:00-5:00)         15   11:00)

6:00-4:45)   DEC.   1   10:45)
6:00-4:30)         15   10:30)

6:00-4:30)   JAN.   1   10:30) Alevin-juvenile exposure
6:00-4:45)         15   10:45)

6:00-5:15)   FEB.   1   11:15)
6:00-5:45)         15   11:45)
                                         32

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                                                                  BROOK TROUT BIO ASSAY
Months
Mar.
Apr.
May
June
July
Aug.
Sept.
Oct.
Nov.
Dec.
Jan.
Feb.
Mar.
                         Appendix B
      Temperature Regime for Brook Trout Partial Chronic
                          Temperature ° C
Juvenile-adult exposure
Spawning and egg incubation
Alevin-juvenile exposure
 9
 12
 14
 15
 15
 15
12
™» ••*
 9
_9
~9
 9
 9
 9
A constant temperature
must be established just
prior to spawning and egg
incubation, and maintained
throughout the 3-month
alevin-juvenile exposure.
                                           33

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APPENDIX

-------
                        APPENDIX
                                                         Page
1.0  BENCH SHEETS   	   1
    1.1 Phytoplankton Sedgwick-Rafter Count	   1
    1.2 Zooplankton Count	   2
    1.3 Plankton and Periphyton Diatom Analysis	   3
    1.4 Periphyton Sedgwick-Rafter Count	   4
    1.5 Plankton and Periphyton Pigment and Biomass   	   5
    1.6 Macroinvertebrates   	   6
2.0  EQUIPMENT AND SUPPLIES   	   7
    2.1 Plankton and Periphyton    	   7
    2.2 Macroinvertebrates   	   8
    2.3 Fish	  11
3.0  UNITS OF MEASUREMENT CONVERSION FACTORS   ...  13

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1.0  BENCH SHEETS

1.1  Phytoplankton Sedgwick-Rafter Co unt
             River or Lake_

             Station	

             State
                Gentries
 Ph y toplank ton  Sedgwick-Rof Ier  Count

	 Date Analyzed	   	 Station No.
         Analyzed by
                                      Date
                                       Collected
CODE










ORGANISM




Tota










TALLY




C/ML.




1 coccoid blue -green algae per ml. -





Total filamentous



































































olue-gn


























en algae





















TOTALS
\ 	
/
                                                               Total coccoid green algae-
































1
Total filament <





Total gn








3us gre<





en fla









;n algae •<





ellatea-<








Total other pignented flagellates -<

\
                                   e/ml.




Pennates





















First check
Recorded




c/ml.








Wash, st
Wash, st
                                            Most
                                            Abundant Centric
                                                                   Diatoms
                                            Algae   Shells
                                                    Live
                                                            Melos.lOthers
                                                                         Totals
                                           c/nl
                                                              Total live centric aiatomB
                                                              ^^^^         c/ml'.''
                                                    Pennate Shells
                                                    Live Pennates
                                                              Total live pennate diatoms-
                                                    Remarks:
                                                        S-R Factor:        ,-
                                                           TOTAL LIVE ALGAE
                                                                   (C/ml}1-

-------
1.2  Zooplankton Count
                                      Zooplankton Count
COEB

















ORGANISM
ROT HERA
Keratella
Bracaionus
Polyarthra
Synchaeta
Trichocera











TALLY

















C/LITER

















Total Rotifers per liter-*
./
V










CLADOCERA
Bonlaa
paphnln
Molna
Ceriodaphnia





copKPonA





Nauplii
Cyclopa &
related genera
Dlaptoma



















/
Total Crustacea per liter<


HEMATODiS(per liter)
OTHER mVEROKBRATES : (per liter)


\
\
             Most
             Abundant
             Rotifers
Most
Abundant
Crustacea
     flactor_

Analyzed l>y_
                                                      Date Analyzed

-------
1.3  Plankton and Periphyton Diatom Analysis
                                    PLANKTON  AND  PEJtIPHTTON
                                          DIATOM  ANALYSIS
              River	
              Live Centrlcs_
              Live Bennates_
              Total Live
              3-R Count
                                     Station
                                                       State
_Dead Centries_
_Dead Pennates_
 Total Dead
Station HuBber_
Date Collected_
Analyzed by   _
Date Analyzed _
Counting Tl»e
Species
Coscincxliscus




Cyclotrlla
Meneghiniana








f Meloeira
amb-
grai
Igua
lulata










distans






i Rhizosolenia
f Stephanodiscus
bantzschli
invlsltatus
astrea minutula










/Other cpntrics
I




fAchnanthes

| Amph



ilprora
















Amphora


Asterlonella



formoaa



Caloneis





Cocconeis









. Cynatopleura
r Cyiab
ella



; Dlatoma vulg




are













Diploneis smith!!

' Epit
hernia










Eunotia

Code

FIRST



SECOHD



TJi-UU)



Total





















































FOUKTU


%





















































Percent
others

Ho. species
Species
Tragilarla crotonenais

construens


f FruBtulia
Gomphonema


I QcnphonelB
GyroaigBB

pfcridion circulare
NavlciUa







pfltzschla








fPinnularia
I
Eleuroslgma
[RholeoBphenla curvata
rstauronels
L
(Rhopalodla
Surlrella



Synedra
ulna
acus




Tabellarla
fenestrata


flocculosa






Total



























































*



























































                 Remarks:
                                                                           Total count

-------
1.4  Periphyton Sedgwick-Rafter Count
                                        FKRIPHYPON SEDGWICK-RAFTER COUNT
River or Lake Inclusive Dates
Station
Date Analyzed
State Analyzed by

CODE ORGANISM Tally c/mm2


























Total coccold blue-green algae \





Total filamentous











blue-gre











en algae






\

,<

               Gentries
               Pennates
                                                         Total coccold green algae
















Total filamentous green algae














Total










green flagellates




Other coccold algae






\

<

<

fS
\
\
                                                       Other plgmented flagellates
                                                     f^mento(iSbacter\a,Mdiifw^^'^
                                                                          Protozoa
c/mm2
Diatoms
                                                 <
                                                Cenrc Ses
                                                Live  Gentries
                                 C/mm
                       Total  live centric diatoms
                                                Pennate   ells
                                                Live  Pennates
                                <
            Preservatlve
            No. Slides
            Area Scraped        '_~
            Scrapings diluted  to __

            First check   Recorded
         S-R Factor_

         Remarks:
                                                        Total live pennate diatoms
                   TOTAL
                     (cells/mm2)
    mis.

-------
1.5   Plankton and Periphyton Pigment and Biomass
                                         PLANKTON AND PERIPHYTON

                                         CHLOROPHYLL AND BIOMASS DATA
               I.   IDENTIFYING INFORMATION:

                     A.  Station:

                     B.  Date:

                     C.  Method of Sample
                         Collection and  Handling:
              II.  SPECTROPHOTOMETER DATA:
                A. OPTICAL DENSITY MEASUREMENTS:
                          Instrument used:
                           Extract  Dilution  i	
                           Volume   Factor     750
                   Rep.
                    1.
                    2.
                    3.
                    k.
- Optical Density Readings	1   663
 663b*  6^5      630     663a* '   b/a
                                    *(b  = before acidification;  a = after acidification)
                B.  CHLOROPHYLL CALCULATIONS:
                               Concentration of        Sample  area    Chlorophyll content
                               Chlorophyll in Extract   or volume       of  sample
                               	(i°8/l)	   (liters; m2)     ( ug/1; rog/m2)
                                Chi a   Chi b    Chi c
                                                                      Chi a   Chi b   Chi c
Rep.
1.
2.
3-
k.






III. FLUOROMETER DATA:
Instrument Used;


Reading Before (b) Reading After (a)
Acidification Acidification
Dilution
Factor
Rep.
1.
Reading
Rb
Sens.
Level (s) Ra
(S) , Rb/Rs
2.
3.
it.
IV. ORGANIC MATTER
Cruc.
No,
Rep.
(ASH- FREE WEIGHT)
Empty
Crucible
Weight
(A)
Weight Weight Sample
with Dry After Dry
Sample Firing Weight
(B) (C) (B-A)
Ash Organic
Free Matter
Weight (gm/m2)
(B-C)
2.
3.
4.
              V.  REMARKS:

-------
1.6  Macro in vertebrates
                                 MACROINVERTEBRATE LAB BENCH SHEET
       Name of water
       Collected by
       Sorted by
body
Lot No. 	
Station No.	
Date collected
*











































DIPTERA















TRICHOPTERA




PLECOPTERA




EPHEMEROPTERA




ODONATA




NEUROPTERA

HEMIPTERA


COLEOPTERA


L(N)1











































Pi











































TOTAL
#











































DRY WGT
(mg)











































*











































CRUSTACEA















HIRUDINEA




NEMATODA




BIVALVIA




GASTROPODA




OTHER







TOTAL
#











































DRY WGT











































       Total # of organisms
       Total # of taxa
       * Initials of taxonomists in this column
                                Total dry weight
                                Ash-free weight
                                1
                                  L=larvae, N = nymph, P = pupae

-------
2.0  EQUIPMENT AND SUPPLIES
  This section contains an abbreviated list of equipment and supplies used for the collection and
analysis of biological samples. The companies and addresses are listed alphabetically at the end of the
table. Mention of commercial sources or products in this section does not constitute endorsement by
the U. S. Environmental Protection Agency.
Item
2.1 Plankton and Periphyton
Sampling and field equipment
Water sampler, alpha bottle, nonmetallic, transpaient, 6 liter
Plankton sampler, Clarke-Bumpus, 12 inch, with No. 10 and No. 20 nets and buckets
Plankton towing net, No. 20 (173 mesh/inch)
Plankton net with bucket, Wisconsin style, No. 20 net (173 mesh/inch)
Submarine photometer, with deck cell
Laboratory equipment
Balance, analytical, 100 gm capacity, accuracy 0.1 mg.
Balance, Harvard Trip, double beam, (to balance loaded centrifuge tubes)
Centrifuge, clinical, Centricone, 8-place
Centrifuge, IEC, model UV, Refrigerated
Centrifuge head, 8-place, 100 ml
Centrifuge shields, cups
Centrifuge trunnion rings
Centrifuge tubes, plain, round bottom, polypropylene, 100 ml
Blood Cell Calculator (counter), 8-Key
Fluorometer, Turner 111 or equivalent, equipped with:
Red-sensitive photomultiplier tube No. R-136
Turner No. 1 10-853 blue lamp, T-5
Turner No. 1 10-856, lamp adaptor for T-5 lamp
Turner No. 1 10-005, Standard sample holder
Turner No. 110- , High-Sensitivity sample holder
Turner No. 110-871, flow-through cuvette
Corning filter No. CS-5-60 (excitation)
Corning filter No. CS-2-64 (emission)
Disposable vials for fluorometer, 12 X 75 mm, 5 ml, Kahn type
Hot-plate, Thermolyne HP-A1915B, thermostatically controlled (to dry
diatoms on cover glasses), 115 volts, 750 watts.
Hot-plate, Chromalox, 230 volts, 2000 watt, AC, three heat (to incinerate
diatom preparation on cover glasses).
Microscope and accessories (Americal Optical, Series 10T Trinocular Microstar,
or equivalent).
In-base illuminat r ard transformer.
Trinocular body.
Graduated mechanical stage.
Quadruple nose piece.
N.A. 1.25 condenser.
Condenser mount.
Objective, 4X, Achromatic.
Objective, 10X, Achromatic,
Objective, 20X, Achromatic, standard, must have working distance greater than
1 mm for Sedgwick-Rafter counts.
Objective, 45X, Achromatic.
Objective, 100X, Achromatic.
Wk'e field eyepieces, 10X,
Source*


(30)
(30)
(30)
(30)
(7)









(24)
(25)




























Cat. No.

*
1160TT
37












2944-B50





























Unit













8
8
16






























Approx.
Cost (1973)


$ 150.00
400.00
41.00
92.00
500.00

1,000.00
50.00
100.00
850.00
50.00
30.00
20.00
9.00
110.00
2,000.00










30.00

30.00

1,500.00













*See list of suppliers at the end of this table.

-------
Item
Light meter
Muffle furnace, 1635 Temco, Thermolyne, 240 volts
Temperature control for muffle furnace, Amplitrol Proportioning Controller,
0-2400°F, for 240 volt furnace (recommended for use with Temco 1635).
Oven, Thermozone, forced draft, double walled, three shelves, 230 C.
Pipetting machine, automatic, large, BBL. (for dispensing preservative).
*Spectrophotometer, double-beam, recording, resolution 2 nm or better at
663 nm; Coleman-124 or equivalent.
Washer, mechanical, glassware, variable speed, Southern Cross, Model 300-B-2,
Complete.
Supplies
Cubitainer, 1 qt (approx 1 liter)
Cubitainer shipping carton, 1 qt
Bottles, pill, square, DURAGLAS, 3 ounce for periphyton samples. Do not use
caps supplied with bottles.

Caps, Polyseal, black, size 38, G. C.M.I, thread No. 400. Use on Duraglas bottles
above.
Crucibles, Coors, high form, porcelain, size 1, capacity 30 ml
Crucible covers for above, Size G
Desiccator, aluminum, with shelf
Merthiolate, powder No. 20, (Thimerosal, N.F.)


Metal plate, 5 X 10 X 1/8 inches, steel (to transfer cover glasses between
hot-plates).
Micrometer, eye-piece, whipple
Micrometer, stage (American Optical)
Mounting medium, HYRAX 1
Pipettes, disposable, Pasteur type, 5-3/4 inches
Sedgwick -Rafter Counting Chamber, as prescribed by "Standard Methods for the
examination of Water and Wastes."
Tissue grinder, glass, Duall, complete
Vials, Opticlear, Owens-Illinois, 3 drams, snap caps, for diatom preparation.
2.2 Macro invertebrates
Boat, flat bottom, 14-lb teet, Arkansas Traveler or Boston Whaler with winch
and davit, snatch-block meter wheel, and trailer, 18 hp Outboard motor, Life
jackets, other accessories
Cable fastening tools:
Cable clamps, 1/8 inch
Nicro-press sleeves, 1/8 inch
Nicro-press tool, 1/8 inch
Wire cutter, Felco
Wire thimbles, 1/8 inch
Cable, 1 /8 inch, galvanized steel
Large capacity, metal wash tubs
Core sampler, K. B,, multiple, and gravity corers
Hardboard multiplate sampler
Trawl net
Drift net, stream
Grabs
Ponar
Ekman, 6X6 inch
Petersen, 100 square inch
Weights for Petersen
Source
(29)




(24)
(1)




(8)
(8)




(16)
(24)
(24)
(24)
(13)




(16)
(16)
(3)
(23)

(30)
(12)
(21)



(17)
(20)







(30)
(30)
(30)
(30)

(30)
(30)
(30)
(30)
Cat. No.
Model 756




7750-M10






i

clear glass
amber glass


3319-B55
3319-D47
3747-C10






400

P5205-2

1801
sizeC
SK-3








7



2400


15

1725
196B
1750
1751
Unit











1 doz.
Idoz.

]/2 gross
'/2 gross

Vi gross
Case (36)
Case (72)

% ounce
1 ounce
1 pound




1 ounce
2'/2 gross



Gross





25
100
1
1
25
1 000 feet
1
1
1

2

1
1
1
1 pair
Approx.
Cost (1973)
100.00
180.00

230.00
350.00
320.00



330.00

7.00
4.00

8.00
15.00

11.00
25.00
20.00
22.00
2.00
7.00
95.00


18.00
32.00
10.00
8.00

9.00
10.00
11.00



3,000.00

3.00
6.00
32.00
7.00
2.00
89.00
3.00
225.00
7.50
100.00
76.00

200.00
78.00
200.00
25.00

-------
Item
Basket, Bar-B-Q, (RB-75) Tumbler
Sieve, US standard No. 30 (0.595 mm opening) and others as needed
Flow meter, TSK, (propeller type)
Flow meter, electromagnetic, two-axis
Mounting media, CMC-9AF
Mounting media, CMC-S
Low-temp bath
Water pump, epoxy-encapsulated, submersible and open air.
Sounding equipment and specialized gear
Large, constant temperature holding tanks with 1/3 hp water chiller, charcoal
Polyethylene bottles, dark bottles, tubing
Cahn electrobalance
Porcelain balls for baskets (2-inch diameter)
Porcelain multiplates
Counter, differential, 9 unit, Clay-Adams
Counter, hand tally
Magnifier, Dazor, 2X, floating, with illuminator and base.
Microscope, compound, trinocular, equipped for bright-field and phase microscopy
with 10X and 15X wide-field oculars, 4.0 X, 10X, 20X, 45X,and 100X bright-
field objectives, and 45X and 100X phase objectives.
Stereoscopic dissecting Microscope
Tessovar photomacrographic Zoom System
Camera body, 35 mm Zeiss Contarex, for Tessovar
Stirrer, magnetic
Aquaria (of various sizes)
Aquatic dip nets
Microscope Slides and Cover slips, Standard square, 15 mm

Vials, specimen, glass, 1 dram, 15 mm X 45 mm
Petri dish, ruled grid, 150 mm X 15 mm
Freeze dryer with freezing shelf
Vacuum oven
Source
(22)
(26)
(10)
(15)
(6)
(6)
(31)
(14)
(7,9,11)
(5)
(18)
(27)
(4)
(4)
(23)
(24)
(6)



(32)

(32)
(6)
(6)
(6)
(6)

(6)
(2)
(28)
(19)
Cat. No.
1
V 73250 L
313 T.S.



94370
1A-MD

MT-700

DTL
unlapped

B 41 20-4
' 3297-H10
375 A 95




49-65-01
10-2611
375AA4514


320A 10
320A210
315A57
315AA4094
10-800
5831
Unit
12
1 each


4 ounce
4 ounce
1
2

1

1
1 pound
1
1
2
1


1
1
1
1
1


10 gross
1 ounce
10 gross
12
1
1
Approx.
Cost (1973)
25.00
10.00
200.00
2,600.00
2.00
2.00
500.00
50.00

540.00

1,000.00
0.30
7.50
105.00
11.00
50.00


2,000.00
1,000.00
1,779.00
600.00
42.50


31.00
3.50
78.00
24.00
4,000.00
300.00

-------
Sources of equipment and supplies for plankton, periphyton, and macroinvertebrates
 2.
Coleman Instruments
42 Madison St.
Maywood,IL 60153
Corning Glass Works
1470 Merchandise Mart
Chicago, IL 60654
 3. Custom Research and Development Company, Inc.
    Mt. Vernon Rd., Route l,Box 1586
    Auburn, CA 95603
 4. Ferro Corporation
    P. O. Box 20
    East Liverpool, OH 43920
 5. Frigid Units, Inc.
    3214 Sylvania Ave.
    Toledo, OH 43613
 6. General Biological Inc.
    8200 S. Hoyne Ave.
    Chicago, IL 60620
 7. G-M Manufacturing & Instrument Company
    2417 Third Ave.
    New York, NY  10451
 8. Hedwin Corporation
    1209E. Lincolnway
    Laporte, IN 46350
 9. Hydro Products
    11777 Sorrento Valley Rd.
    San Diego, CA 92121
10. Inter Ocean, Inc.
    3446 Kurtz St.
    SanDiego.CA 92110
11. Kahl Scientific Instruments
    P.O.Box 1166
    ElCajon, CA 92022
12. Kontes Glass Company
    Vineland, NJ 08360
13. Eli Lilly Company
    307 E. McCarty St.
    Indianapolis, IN 46206
14. March Manufacturing Company
    Glenview, IL 60025
15. Marsh-McBirney, Inc.
    2281 Lewis Ave.
    RockviUe, MD 20851
16. Matheson Scientific
    1850Greenleaf Ave.
    Elk Grove Village, IL 60007
17.  MonArk Boat Company
    Monticello, AK  71655
18.  Nalge Corporation
    Rochester, NY 14602

19.  National Appliance Company
    P. O. Box  23008
    Portland, OR 97223
20.  National Telephone Supply Company
    3100 Superior St.
    Cleveland, OH 44114
21.  Owens-Illinois
    P. 0. Box  1035
    Toledo, OH 43666

22. Paramont Wire, Inc.
    1035 Westminster Ave.
    Alhambra, CA 91803
23. Scientific  Products
    1210 Leon Place
    Evanston, IL 60201
24. Arthur H. Thomas Company
    Vine Street at Third
    P. O. Box 779
    Philadelphia, PA 19105
25. G. K. Turner, Assoc.
    2524 Pulgas Ave.
    Palo Alto, CA 94303
26. W. S. Tyler Company
    Mentor, OH  44060
27. Ventron Instrument Corporation
    7500 Jefferson St.
    Paramont.CA 90723
28. Virtis Company
    Gardiner,  NY 12525
29. Weston Instruments, Inc.
    614 Frelinghuysen Ave.
    Newark, NJ 07114
30. Wildlife Supply Company
    301 CassSt.
    Saginaw, MI  48602
31. Wilkens-Anderson Company
    4525 W. Division St.
    Chicago, IL 60651

32. Carl Zeiss, Inc.
    444 Fifth Ave.
    New York, NY  10018
                                                       10

-------
2.3  Fish
Sources of information on fishery sampling equipment.
American Association for the Advancement of Science. Annual guide to scientific instruments (Published in Science).
American Society of Limnology and Oceanography. 1964. Sources of limnological and oceanographic apparatus and supplies. Special
  Publ. No.l.IX:i-xxxii.
Oceanology International Yearbook/Directory.
Sinha,  E.  Z., and  C.  L. Kuehne.  1963. Bibliography on oceanographic instruments. 1.  General.  II. Waves, currents,  and other
  geophysical parameters. Meteorol. Geoastrophys. Abst. Amer. Meterol. Soc. 14:12424298; 1589-1637.
U.S. Fish and Wildlife Service. 1959. Partial list of manufacturers of fishing gear and accessories and vessel equipment. Fishery Leaflet
  195.27pp.
Water Pollution Control Federation Yearbook.
                                                          11

-------
\ UNITED STATES
EPARTMENT OF
COMMERCE
OBLIGATION
UNITS  OF  MEASUREMENT
  Conversion Factors and Special Tables
\
                                          October, 1972
                                  REPRINTED FROM

               Units of Weight  and  Measure
           International  (Metric) and U.S. Customary
                             NBS Miscellaneous Publication 286
                                             May, 1967
                        WITH THE COURTESY OF:
                     TECHNICAL  INFORMATION OFFICE
             NATIONAL ENVIRONMENTAL RESEARCH CENTER, CINCINNATI
                  U.S. ENVIRONMENTAL PROTECTION AGENCY

-------
                            CONTENTS

 (Reprint includes only  those items asterisked)             Page

^INTRODUCTION	_			_			   1

 THE INTERNATIONAL SYSTEM			   1

     Prefixes					   3

 HISTORICAL OUTLINE

     France						   3
     The United States						   5

 WEIGHTS AND MEASURES IN THE WORLD'S INDEPENDENT STATES

     Metric		   6
     Nonmetric							   6

 IMPORTANT DATES IN U. S. METRIC HISTORY		   7

 SELECTED BIBLIOGRAPHY....				   8

^DEFINITIONS		   9
   .£.
     Definitions of Units						   9

^SPELLING AND SYMBOLS FOR UNITS			  10
   *
     Some Units and Their Symbols			  10

* UNITS OF MEASUREMENT—CONVERSION FACTORS

   *Length							  11
   *Mass	  12
   •^Capacity, or Volume.		  13
   *Area				  17

^SPECIAL TABLES

   ^Equivalents of Decimal and Binary Fractions of an Inch in Millimeters		  18
   y
   International Nautical Miles and Kilometers	  19

 UNITS OF MEASUREMENT—TABLES OF EQUIVALENTS

     Length				  21
     Mass			.-.		  127
     Capacity, or Volume					161
     Area						219


 Chisholm,  L.J., Units of Weight and  Measure.   International
  (Metric)  and U.S.  Customary.  (NBS Miscellaneous  Publication
  286). For  sale by Superintendent of  Documents,  U.S.  Government
  Printing  Office,  Washington,  D.C. 20402. Price $2.25.

-------
      Units  of  Weight  and  Measure

                International (Metric) and U.S. Customary

                                 L. J. Chisholm

              The primary purpose of this publication is to make available the most often
           needed weights and measures conversion tables—conversions between the U. S.
           Customary System and International (Metric) System. A secondary purpose is
           to present a brief  historical outline of the  International  (Metric) System—
           following it from its  country of origin,  France, through  its progress in  the
           United States.

           Key Words: Conversion tables, International System (SI), Metric  System,
                     U. S.  Customary System,  weights and measures,  weights and
                     measures abbreviations, weights and measures systems, weights
                     and measures units.

                                 Introduction

     Two systems of weights and measures exist side by side  in the United States today,
 with roughly equal but separate legislative sanction: the U. S. Customary System and the
 International (Metric) System. Throughout U. S. history, the Customary System (inherited
 from, but now different from, the British  Imperial System) has been, as its name implies,
 customarily used; a plethora of Federal and State  legislation has given it, through implica-
 tion, standing as our primary weights and measures system. However, the Metric System
 (incorporated in the scientists' new SI or Systeme International d'Unites) is the only sys-
 tem that has ever received  specific legislative  sanction by Congress. The "Law of 1866"
 reads:
         It shall be lawful throughout the United States of America to employ the
     weights and measures of the metric system; and no contract or dealing, or pleading
     in any court, shall be deemed invalid or liable to objection because the weights or
     measures expressed  or referred to therein  are weights or  measures of the metric
     system.1

     Over the last  100 years, the Metric System has seen slow, steadily increasing use in
 the United States and, today, is of importance nearly equal to the Customary System.


                         The International System *

* For up-to-date information on  the  international metric  system,
  see current edition  of  The  International  System of Units  (Si),
  Editors:   Chester  Page  and Paul Vigoureux  (NBS Special  Publication
  330).   For  sale by Superintendent  of Documents,  U.S.  Government
  Printing  Office,  Washington, D. C.  20402.    Price 30 cents.   For
  NBS policy  on the  usage of SI,   see NBS Technical  News Bulletin
  Vol.  55 No. 1,  pp. 18-20,  January  1971.
    1 Act of 28 July 1866 (14 Stat. 339)—An Act to authorize the use of the Metric System of Weights and Measures.

-------
    Six units have been adopted to serve as the base for the  International System: *

    Length	meter
    Mass	kilogram
    Time	second
    Electric current	ampere
    Thermodynamic temperature	kelvin
    Light intensity	candela

    Some of the other more frequently used units of the SI and their symbols and, where
applicable,  their derivations are listed below.
                           SUPPLEMENTARY UNITS
Quantity
Plane angle
Solid angle
Unit
radian
steradian
Symbol
rad
sr
Derivation

                               DERIVED UNITS
Area
Volume
Frequency
Density
Velocity
Angular velocity
Acceleration
Angular acceleration
Force
Pressure
Kinematic viscosity
Dynamic viscosity
Work, energy, quantity of heat
Power
Electric charge
Voltage,   potential  difference,
   electromotive force
Electric field strength
Electric resistance
Electric capacitance
Magnetic  flux
Inductance
Magnetic  flux density
Magnetic  field strength
Magnetomotive force
Flux of light
Luminance
Illumination
square meter
cubic meter
hertz
kilogram per cubic meter
meter per second
radian per second
meter per second squared
radian per second squared
newton
newton per square meter
square meter per second
newton-second per square meter
joule
watt
coulomb
volt

volt per meter
ohm
farad
weber
henry
tesla
ampere per meter
ampere
lumen
candela per square meter
lux
m8
Hz
kg/m3
m/s
rad/s
m/s2
rad/s2
N
N/m2
m2/s
N-s/m2
J
W
c
V

V/m
n
F
Wb
H
T
A/m
A
1m
cd/m2
Ix
(kg-m/s2)
(N-m)
(J/8)
(A-s)
(W/A)
(V/A)
(A-s/V)
(V-s)
(V-s/A)
(Wb/m2)
(cd • sr)

(lm/m2)
* Recent  (1971) addition of  the mole as the  unit  for  amount  of
  substance brings the  total to seven units.   See asterisked foot-
  note  on page 1.

-------
                                   Definitions

    In its original conception, the meter was the fundamental unit of the Metric System,
and all units of length and capacity were to be derived directly from the meter which was
intended to be equal to  one ten-millionth of the earth's quadrant. Furthermore, it was
originally planned that the unit of mass, the kilogram,  should be identical with the mass of
a cubic decimeter of  water at its  maximum density. The units of length and mass are now
denned independently of these conceptions.

    In October 1960 the Eleventh General (International) Conference on Weights and
Measures redefined the meter as equal to 1 650 763.73 wavelengths of the orange-red radia-
tion in vacuum of krypton  86 corresponding to the unperturbed transition between the
2pio and 5rfs levels.

    The kilogram is independently defined as the mass of a particular platinum-iridium
standard, the International Prototype Kilogram, which is kept at the International Bureau
of Weights and Measures in  Sevres, France.

    The liter  has been defined,  since October 1964, as being equal to  a cubic decimeter.
The meter is thus a unit on which is based all metric standards and measurements of length,
area, and volume.

                               Definitions of Units

                                      Length

    A meter is a unit of length equal to 1 650 763.73 wavelengths in a vacuum of the orange-
red radiation of krypton 86.
    A yard is a unit of length equal to 0.914 4 meter.

                                       Mass

    A kilogram is a unit of mass equal to the mass of the International Prototype Kilogram.
    An avoirdupois pound is a unit of mass equal  to 0.453 592 37  kilogram.

                                 Capacity, or Volume

    A cubic meter is  a unit of volume equal to a cube the edges of which are 1  meter.
    A liter is a unit  of volume equal to a cubic decimeter.
    A cubic yard is a unit of volume equal to a cube the edges of which  are 1 yard.
    A gallon is a unit of  volume equal to 231 cubic inches. It is used for measuring liquids
 only.
    A bushel is a unit of volume  equal to 2 150.42 cubic inches. It is used for measuring dry
 commodities only.

                                       Area

     A square  meter is a unit of area equal to the area of a square the sides of which are 1
 meter.
     A square yard is  a unit of area equal to the area of a square the sides of which are 1 yard.

-------
                             Spelling and Symbols for Units
           The spelling of the names of units as adopted by the National Bureau of Standards
      is that given in the list below. The spelling of the metric units is in accordance with that
      given in the law of July 28, 1866, legalizing the Metric System in the United States.
           Following the name of each unit in the list below is given the symbol that the Bureau
      has adopted. Attention is  particularly called to the following principles:
           1. No period is used with symbols for units. Whenever "in" for inch might be  confused
      with the preposition "in", "inch" should be spelled out.
           2. The exponents "2" and "3" are used to signify "square" and "cubic," respectively,
      instead of the  symbols "sq" or "cu," which are, however,  frequently used  in  technical
      literature for the U. S. Customary units.
           3. The same symbol is used for both singular and plural.

                                Some Units and Their Symbols
Unit
acre
are
barrel
board foot
bushel
carat
Celsius, degree
centare
centigram
centiliter
centimeter
chain
cubic centimeter
cubic decimeter
cubic dekameter
cubic foot
cubic hectometer
cubic inch
cubic kilometer
cubic meter
cubic mile
cubic millimeter
cubic yard
decigram
deciliter
decimeter
dekagram
dekaliter
dekameter
dram, avoirdupois

Symbol
acre
a
bbl
fbm
bu
c
°C
ca
eg
cl
cm
ch
cm'
dm3
dam3
ft3
hm'
in3
km3
m3
mi3
mm3
yd3
dg
dl
dm
dag
dal
dam
dr avdp

Unit
fathom
foot
furlong
gallon
grain
gram
hectare
hectogram
hectoliter
hectometer
hogshead
hundredweight
inch
International
Nautical Mile
kelvin
kilogram
kiloliter
kilometer
link
liquid
liter
meter
microgram
micromch
microliter

mile
milligram
milli liter

Symbol
fath
ft
furlong
gal
grain
g
ha
hg
hi
hm
hhd
cwt
in

IJ4M
K
kg
kl
km
link
liq
liter
m
Mg
pin
Ml

mi
mg
ml

Unit
millimeter
minim
ounce
ounce, avoirdupois
ounce, liquid
ounce, troy
peck
pennyweight
pint, liquid
pound
pound, avoirdupois
pound, troy
quart, liquid
rod
second
square centimeter
square decimeter
square dekameter
square foot
square hectometer
square inch
square kilometer
square meter
square mile
square millimeter
square yard
stere
ton, long
ton, metric
ton, short
yard
Symbol
mm
minim
oz
oz avdp
liq oz
oz tr
peck
dwt
liq pt
Ib
Ib avdp
Ibtr
liq qt
rod
s
cm2
dm2
dam2
ft2
hm2
in2
km2
m2
mi2
mm2
yd2
stere
long ton
t
short ton
yd
10

-------
                Units of Measurement—Conversion Factors *

                                     Units of Length
 To
               To Convert from
                Centimeters
Multiply by
  Inches	0393 700 8
  Feet	 0.032 808 40
  Yards		0.010 93G 13
  Meters	0.01
To
Inches
Feet
Yards
Miles
Millimeters
Centimeters
Kilometers

To Convert from
Meters
Multiply by
39.370 08
3.280 840
1.093 613
0.000 621 37
	 1 000
	 100
	 0.001

To
Feet
Yards
Centimeters
Meters

To Convert from
Inches
Multiply by
0083 333 33
0.027 777 78
2.54
0.025 4

                                                                To Convert from
                                                                     Feet
                                                  To
                                                Multiply hv
                                                  Inches		  12
                                                  Yards	   0333 333 3
                                                  Miles			   0000 !•<•> 3°
                                                  Centimeters			. _  30.48
                                                  Meters				   0.304 8
                                                  Kilometers	   0.000 30-i J
  * All boldface figures are exact; the others generally are given to seven significant figures.

  In using conversion factors, it is possible to perform division as well as the multiplication process shown
here. Division may be particularly advantageous where more than the significant figures published here are
required. Division may be performed in lieu of multiplication by using the reciprocal of any indicated mul-
tiplier as divisor. For example, to convert from centimeters to inches by division, refer to the table headed
"To Convert from Inches" and use the factor listed at "centimeters" (2.54) as divisor.
To
Inches
Feet ... .
Miles
Centimeters .
Meters 	

To Convert from
Yards
Multiply
36
- - . 3
0.000 56
. 	 91.44
	 	 	 0.914 4

by


3 18



To
Inches
Feet
Yards
Centimeters
Meters
Kilometers

To Convert from
Miles
Multiply by
63 360
5 280
1 760
	 160 934.4
	 1 609.344
1.609 344

                                                                                                     11

-------
                                              Units of Mass
                       To Convert from
                           Grams
          To
                                      Multiply by
          Grains		
          Avoirdupois Drams.
          Avoirdupois Ounces.
          Troy Ounces	
                 15.432 36
                  0.564 383 4
                  0.035 273 96
                  0.032 150 75
          Troy Pounds	     0.002 679 23
          Avoirdupois Pounds	     0.002 204 62
          Milligrams			1 000
          Kilograms	     0.001
                        To Convert from
                         Metric Tons
          To
                 Multiply by
          Avoirdupois Pounds		2 204.623
          Short Hundredweights	    22.046 23
          Short Tons		     1.102311 3
          Long Tons		     0.984 206 5
          Kilograms		 1 000
                       To Convert from
                           Grains
          To
                 Multiply by
          Avoirdupois Drams	  0.036  571 43
          Avoirdupois Ounces	  0.002  285 71
          Troy Ounces	  0.002  083 33
          Troy Pounds	  0.000  173 61

          Avoirdupois Pounds	_.  0.000  142 86
          Milligrams	 64.798  91
          Grams	  0.064  798 91
          Kilograms		  0.000  064 798 91
          To
  To Convert from
Avoirdupois Pounds
               Multiply by
          Grains	 7 000
          Avoirdupois Drams	   256
          Avoirdupois Ounces	    16
          Troy Ounces	    14.58333
          Troy Pounds	      1.215278
          Grams	   453.592 37
          Kilograms	
          Short Hundredweights..
          Short Tons	
          Long Tons	
          Metric Tons.	
               0.453  592 37
               0.01
               0.000  5
               0.000  446 428 6
               0.000  453 592 37
                                    To
                                                 To Convert from
                                                   Kilograms
                            Multiply by
Grains	 15 432.36
Avoirdupois Drams.
Avoirdupois Ounces.
Troy Ounces. _	
Troy Pounds	
Avoirdupois Pounds.
                                    Grams	
                                    Short Hundred weights .
                                    Short Tons	
                                    Long Tons.	
                                    Metric Tons	
                 564.383 4
                  35.273 96
                  32.150 75
                  2.679 229
                  2.204 623

                 000
                  0.022 046 23
                  0.001 102 31
                  0.000 984 2
                  0.001
To-
  To Convert from
Avoirdupois Ounces
                Multiply by
                                    Grains			   437.5
                                    Avoirdupois Drams	   16
                                    TroyOunces	-	   0.9114583
                                    Troy Pounds	   0.075 954 86

                                    Avoirdupois Pounds	   0.062 5
                                    Grams	   28.349523 125
                                    Kilograms	   0.028 349 523 125
                                                          To
              To Convert from
          Short Hundredweights
                              Multiply by
                                    Avoirdupois Pounds .
                                    Short Tons		
                                    Long Tons.	
                                    Kilograms	
                                    Metric Tons	
                            100
                              0.05
                              0.044 642 86
                             45.359 237
                              0.045 359 237
12

-------
             To Convert from
               Short Tons
To
Multiply by
Avoirdupois Pounds	2 000
Short Hundredweights	     20
LongTons	      0.892 857 1
Kilograms		   907.184 74
Metric Tons	      0.907 184 74
             To Convert from
              Troy Ounces
To
 Multiply by
Grains			480
Avoirdupois Drams		   17.554 29
Avoirdupois Ounces		-    1.097 143
Troy Pounds			    0.083 333 3
Avoirdupois Pounds	    0.068 571 43
Grams		   31.103 476 8
To
To Convert from
  Long Tons
             Multiply by
                   Avoirdupois Ounces	35 840
                   Avoirdupois Pounds	  2 240
                   Short Hundredweights_,     22.4
                   Short Tons	      1.12
                   Kilograms		  1 016.046 908  8
                                               Metric Tons.
                                             1.016 046 908 8
To Convert from
Troy Pounds
To
Grains - 5
Avoirdupois Drams
Avoirdupois Ounces -
Troy Ounces .
Avoirdupois Pounds-
Grams .

Multiply by
760
210.651 4
13.165 71
12
0.822 857 1
373.241 721 6

                  Units of Capacity, or Volume, Liquid Measure
To Convert from
Millillters
To
Minims -_
Liquid Ounces
Gills
Liquid Pints . . 	 	 	
Liquid Quarts
Gallons
Cubic Inches
Liters . --

Multiply by
16.230 73
0.033 814 02
0.008 453 5
0.002 113 4
0.001 056 7
0.000 264 17
0.061 023 74
0.001

              To Convert from
               Cubic Meters
 To
Multiply by
 Gallons		    264.172 05
 Cubic Inches	61 023.74
 Cubic Feet		     35.314 67
 Liters.			  1 000
 Cubic Yards	      1.307 950 6
To
Liquid Ounces
Gills
Liquid Pints
Liquid Quarts
Gallons.
Cubic Inches
Cubic Feet
Milli liters
Cubic Meters
Cubic Yards

To Convert from
Liters
Multiply by
.. -. 33.814 02
.„ _ 8.453 506
2.113 376
1.056 688
	 	 0.264 172 05
61.023 74
0.035 314 67
.. 1 000
0.001
0.001 307 95

To Convert from
Minims
To
Liquid Ounces 	
Gills .- 	 	
Cubic Inches
Milliliters - 	

Multiply by
0.002 083 33
0.000 520 83
0.003 759 77
0.061 611 52

                                                                                                 13

-------
          To
To Convert from
     GUIs
              Multiply by
          Minims,,	
          Liquid Ounces.
          Liquid Pints, _
          Liquid Quarts,
          Gallons	
          Cvibic Inches,
          Cubic Feet.,,
          Millihters	
          Liters __  	
         1 920
             4
             0.25
             0.125
             0.031 25

             7.218 75
             0.004 177 517
           118.294 118 25
             0.118 294 118  25
To
Minims
Gills
Liquid Pints
Liquid Quarts
Gallons 	
Cubic Inches,
Cubic Feet,.,
Milliliters
Liters . . . . ,

To Convert from
Liquid Ounces
Multiply by
480
0.25
0.062 5
0.031 25
_ 	 	 0.007 812 5
	 , 1.804 687 5
	 .. 0.001 044 38
29573 53
	 . 0.029 573 53

           To
To Convert from
  Cubic Inches
               Multiply by
           Minims	265.974 0
           Liquid Ounces	   0.554 112  6
           Gills		   0.138 528  1
           Liquid Pints.	__.   0.034 632  03
           Liquid Quarts	   0.01731602
           Gallons	   0.0043290

           Cubic Feet	   0.0005787
           Milliliters	_.  16.387 064
           Liters	   0.016 387  064
           Cubic Meters		   0.000 016  387 064
           Cubic Yards	   0.00002143
                                                            To
                                                                          To Convert from
                                                                           Liquid Pints
                             Multiply by
Minims	
Liquid Ounces.
Gills	
Liquid Quarts.
Gallons	
Cubic Inches.
Cubic Feet...
Milliliters	
Liters	
680
 16
  4
  0.5
  0.125

 28.875
  0.016 710 07
473.176 473
  0.473 176 473
                                                            To
                                                  To Convert from
                                                    Cubic Feet
                                                                Multiply by
                                                            Liquid Ounces	   957.5065
                                                            Gills		   239.376 6
                                                            Liquid Pints		    59.84416
                                                            Liquid Quarts	    29.922 08
                                                            Gallons	     7.480 519
                                                            Cubic Inches,.
                                                            Liters	
                                                            Cubic Meters ,
                                                            Cubic Yards,.
                                                          1 728
                                                              28.316 846  592
                                                               0.028 316  846 592
                                                               0.037 037  04
                                                            To
              To Convert from
                Cubic Yards
                           Multiply by
                                    Gallons	
                                    Cubic Inches		46
                                    Cubic Feet	
                                    Liters			
                                    Cubic Meters		
                         201.974 0
                         656
                          27
                         764.554 857 984
                           0.764 554 857 984
14

-------
To
              To Convert from
              Liquid Quarts
Minims	
Liquid Ounces.
Gills		
Liquid Pints, .
Gallons	
Cubic Inches.
Cubic Feet...
Milli liters	
Liters	
   Multiply by
15 360
    32
     8
     2
     0.25

    57.75
     0.033 420 14
   946.352 946
     0.946 352 946
                                                 To
              To Convert from
                 Gallons
                          Multiply by
Minims	  61  440
Liquid Ounces	     128
Gills.		      32
Liquid Pints..	       8
Liquid Quarts	       4
Cubic Inches	     231
Cubic Feet....
Milliliters	
Liters	
Cubic Meters.
Cubic Yards..
    0.133 680 6
3 785.411 784
    3.785 411 784
    0.003 785 411 784
    0.004 951 13
                    Units of Capacity, or Volume, Dry Measure
              To Convert from
                  Liters
To
       Multiply by
Dry Pints			1.816 166
Dry Quarts			0.908 082 98
Pecks		0.113 510 4
Bushels		0.028 377 59
Dekaliters		0.1
              To Convert from
               Cubic Meters
To
       Multiply by
 Pecks		113.510 4
 Bushels		_		  28.377 59
To
Dry Pinte 	
Dry Quarts..
Pecks. .. .
Bushels
Cubic Inches .
Cubic Feet
Liters

To Convert from
Dekaliters
Multiply by
. . . 18.161 66
. . .. 9.080 829 8
. . .. 1.135 104
0.283 775 9
610.237 4
0.353 146 7
10

              To Convert from
                 Dry Pints
                        To
                               Multiply by
                                                 Dry Quarts	  0.5
                                                 Pecks		  0.062 5
                                                 Bushels			  0.015 625
                                                 Cubic Inches		33.600 312 5
                                                 Cubic Feet	  0.019 444 63
                                                 Liters	  0.550 610 47
                                                 Dekaliters		  0.055 061 05
                                                                                                     15

-------
To
Dry Pints
Pecks __ _ _.
Bushels
Cubic Inches
Cubic Feet
Liters
Dekaliters .

To Convert from
Dry Quarts
Multiply by
2
	 _ 0.125
0.031 25
67.200 625
0.038 889 25
1.101 221
0 110 122 1

                                                                         To Convert from
                                                                              Pecks
                                                           To
Multiply by
                                                           Dry Pints	   16
                                                           Dry Quarts	    8
                                                           Bushels			    0.25
                                                           Cubic Inches		 537.605
                                                           Cubic Feet	    0.311
      114
                                                           Liters			    8.809 767 5
                                                           Dekaliters	    0.880 976 75
                                                           Cubic Meters		__    0.008 809 77
                                                           Cubic Yards	    0.011 52274
To
Dry Pints
Dry Quarts
Pecks
Cubic Inches -
Cubic Feet 	
Liters
Dekaliters
Cubic Meters
Cubic Yards.

To Convert from
Bushels
Multiply by
64
32
4
	 2 150.42
. --- 1.244 456
35.239 07
3 523 907
0.035 239 07
0.046 090 96

To
Dry Pints
Dry Quarts
Pecks
Bushels

To Convert from
Cubic Feet
Multiply by
51.428 09
25.714 05
. . ... 	 3.214 256
0.803 563 95

To
Dry Pints
Dry Quarts
Pecks
Bushels

To Convert from
Cubic Inches
Multiply by
	 0.029 761 6
0.014 880 8
0.001 860 10
_ . . 0.000 465 025



To
Pecks
Bushels

To Convert from
Cubic Yards
Multiply by
	 86.784 91
	 	 21.696 227

16

-------
                                      Units of Area
              To Convert from
            Square Centimeters
To
                 Multiply by
Square Inches	0.155 000  3
Square Feet	 0.001 07639
Square Yards		0.000 119  599
Square Meters.		0.000 1
              To Convert from
                 Hectares
To
               Multiply by
Square Feet		 107639.1
Square Yards		  11959.90
Acres..._	       2.471 054
Square Miles	       0.003 861 02
Square Meters	  10000
                                                 To Convert from
                                                 Square Meters
                                                 To
                            Multiply by
                                   Square Inches		  1
                                   Square Feet	
                                   Square Yards	
                                   Acres			
                                   Square Centimeters	 10
                                   Hectares.		
                            550.003
                            10.763 91
                              1.195 990
                              0.000 247  105
                            000
                              0.000 1
To Convert from
Square Inches
To
Square Feet
Square Yards
Square Centimeters
Square Meters

Multiply by
0.006 944 44
0.000 771 605
6.451 6
0.000 645 16

              To Convert from
               Square Feet
To
                Multiply by
Square Inches	  144
Square Yards	    0.111  111  1
Acres	    0.000 022  957
Square Centimeters	929.030 4
Square Meters	    0.092 903  04
To
To Convert from
     Acres
             Multiply by
Square Feet..	43 560
Square Yards	   4840
Square Miles	       0.0015625
Square Meters	   4 046.856 422 4
Hectares		       0.404 685 642 24
To
To Convert from
 Square Yards
            Multiply by
                                   Square Inches	  1
                                   Square Feet	
                                   Acres		
                                   Square Miles	
                      296
                        9
                        0.000 206 611 6
                        0.000 000 322 830 6
                                   Square Centimeters .
                                   Square Meters	
                                   Hectares		
                    8 361.273 6
                       0.836 127 36
                       0.000 083 612 736
                                   To
             To Convert from
             Square Miles
                         Multiply by
                                   Square Feet	27  878  400
                                   Square Yards	   3  097  600
                                   Acres		         640
                                   Square Meters	   2  589  988.110 336
                                   Hectares	         258.998 811 033
                                                                                                   17

-------
                                   Special Tables

              Length—Inches and Millimeters—Equivalents of Decimal and
                       Binary Fractions of an Inch in Millimeters
                                   From 1/64 to 1 Inch
H's































l
«'•















l















2
Sths







1







2







3







4
leths



i



2



3



4



5



6



7



8
32ds

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16
64ths
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
Milli-
meters
= 0.397
= .794
= 1.191
= 1.588
= 1.984
= 2.381
= 2.778
= 3-175
= 3.572
= 3.969
= 4.366
= 4.762
= 5.159
= 5.556
= 5.953
= 6.350
= 6.747
= 7.144
= 7.541
- 7.938
= 8.334
= 8.731
= 9.128
- 9.525
= 9.922
= 10.319
= 10.716
= 11.112
= 11.509
= 11.906
= 12.303
= 12.700
Decimals
of
an inch
0.015625
.03125
.046875
.0625
.078125
.09375
. 109375
.1250
. 140625
. 15625
.171875
.1875
.203125
.21875
.234375
.2500
.265625
.28125
.296875
.3125
.328125
.34375
.359375
.3750
.390625
.40625
.421875
.4375
.453125
.46875
.484375
.5
Inch































1
1A'*































2
w*















3















4
Sths







5







6







7







8
leths



9



10



11



12



13



14



15



16
32ds

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32
64tha
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
Milli-
meters
-13.097
-13.494
= 13.891
= 14.288
= 14.684
= 15.081
= 15.478
= 15.875
= 16.272
= 16.669
= 17.066
= 17.462
= 17.859
= 18.256
= 18.653
= 19.050
= 19.447
= 19.844
= 20.241
= 20.638
= 21.034
= 21.431
= 21.828
= 22.225
= 22.622
= 23.019
= 23.416
= 23.812
= 24.209
= 24.606
= 25.003
= 25.400
Decimals
of
an inch
0.515625
.53125
.546875
.5625
.578125
.59375
.609375
.625
.640625
.65625
.671875
.6875
.703125
.71875
.734375
.75
.765625
.78125
.796875
.8125
.828125
.84375
.859375
.875
.890625
.90625
.921875
.9375
.953125
.96875
.984375
1.000
18

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Length—International Nautical Miles and Kilometers
 Basic relation: International Nautical Mile = 1.852 kilometers.
Int. nautical
miles
0
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
20
1
2
3
4
5
6
7
8
9
30
1
2
3
4
5
6
7
8
9
40
1
2
3
4
5
6
7
8
9


Kilometers

1.852
3.704
5.556
7.408
9.260
11.112
12.964
14.816
16.668
18.520
20.372
22.224
24.076
25.928
27.780
29.632
31.484
33.336
35.188
37.040
38.892
40.744
42.596
44.448
46.300
48.152
50.004
51.856
53.708
55.560
57.412
59.264
61.116
62.968
64.820
66.672
68.524
70.376
72.228
74.080
75.932
77.784
79.636
81.488
83.340
85.192
87.044
88.896
90.748


Int. nautical
miles
50
1
2
3
4
5
6
7
8
9
60
1
2
3
4
5
6
7
8
9
70
1
2
3
4
5
6
7
8
9
80
1
2
3
4
5
6
7
8
9
90
1
2
3
4
5
6
7
'8
9
100

Kilometers
92.600
94.452
96.304
98.156
100.008
101.860
103.712
105.564
107.416
109.268
111.120
112.972
114.824
116.676
118.528
120.380
122.232
124.084
125.936
127.788
129.640
131.492
133.344
135.196
137.048
138.900
140.752
142.604
144.456
146.308
148.160
150.012
151.864
153.716
155.568
157.420
159.272
161.124
162.976
164.828
166.680
168.532
170.384
172.236
174.088
175.940
177.792
179.644
181.496
183.348
185.200

Kilometers
0
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
20
1
2
3
4
5
6
7
8
9
30
1
2
3
4
5
6
7
8
9
40
1
2
3
4
5
6
7
8
9


i
Int. nautical
miles

0.5400
1.0799
1.6199
2.1598
2.6998
3.2397
3.7797
4.3197
4.8596
5.3996
5.9395
6.4795
7.0194
7.5594
8.0994
8.6393
9.1793
9.7192
10.2592
10.7991
11.3391
11.8790
12.4190
12.9590
13.4989
14.0389
14.5788
15.1188
15.6587
16.1987
16.7387
17.2786
17.8186
18.3585
18.8985
19.4384
19.9784
20.5184
21.0583
21.5983
22.1382
22.6782
23.2181
23.7581
24.2981
24.8380
25.3780
25.9179
26.4579


Kilometers
50
1
2
3
4
5
6
7
8
9
60
1
2
3
4
5
6
7
8
9
70
1
2
3
4
5
6
7
8
9
80
1
2
3
4
5
6
7
8
9
90
1
2
3
4
5
6
7
8
9
100

Int. nautical
miles
26.9978
27.5378
28.0778
28.6177
29.1577
29.6976
30.2376
30.7775
31.3175
31.8575
32.3974
32.9374
33.4773
34.0173
34.5572
35.0972
35.6371
36.1771
36.7171
37.2570
37.7970
38 3369
38.8769
39.4168
39.9568
40.4968
41.0367
41.5767
42.1166
42.6566
43.1965
43.7365
44.2765
44.8164
45.3564
45.8963
46.4363
46.9762
47.5162
48.0562
48.5961
49.1361
49.6760
50.2160
50.7559
51.2959
51.8359
52.3758
52.9158
53.4557
53.9957

                              *O.S. GOVERNMENT PRINTING OFFICE: 1973-757-567/5305      19

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