RESULTS OF A JOINT U.S.A./U.S.S.R. HYDRODYNAMIC
         AND TRANSPORT MODELING PROJECT
             APPENDICES B, C, AND D
                       by

     John F. Paul and William L. Richardson
          Large Lakes Research Station
    Environmental Research Laboratory-Duluth
          Grosse lie, Michigan  48138
                     U.S.A.

              Alexandr B. Gorstko
 Institute of Mechanics and Applied Mathematics
            Rostov State University
                 Rostov-on-Don
                    U.S.S.R.

                      and

               Anton A. Matveyev
            Hydrochemical Institute
          Hydrometeorological Services
                 Novocherkassk,
                    U.S.S.R.
       ENVIRONMENTAL RESEARCH LABORATORY
       OFFICE OF RESEARCH AND DEVELOPMENT
      U.S. ENVIRONMENTAL PROTECTION AGENCY
            DULUTH, MINNESOTA  55804

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                                 DISCLAIMER
    This report has been reviewed by the Large Lakes Research Station,
Environmental Research Laboratory-Duluth, Grosse lie, Michigan, U.S.
Environmental Protection Agency, and approved for publication.  Mention of
trade names or commercial products does not constitute endorsement or
recommendation for use.

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                                 CONTENTS
Appendices

B.  Background on the Sea of Azov and Lake Baikal
    Ecosystem	   B-l
    Introduction  	   B-2
    The 'Sea of Azov1 Simulation System	   B-3
       Ecological sketch of the Sea of Azov
         Problems requirement the creation of a model 	   B-3
       Method of modeling of water exchange between different
         regions of the sea and of the associated change in the
         concentrations of solutes and suspensions  	   B-88
    Brief Characterization of Factors Affecting the Formation
    of the Chemical Composition of Lake Baikal Water  	   B-98

C.  Results of Hydrodynamic and Dispersion Calculations for
    Lake Baikal and Sea of Azov   	   C-l
    Lake Baikal	   C-3
       Currents	   C-3
       Material dispersion  	   C-23
    Sea of Azov	   C-47
       Currents	   C-50
       Material dispersion  	   C-78

D.  Meteorological, Hydrological, and Chemical Data for Selenga
    Shallow	   D-l
       Hydromet cruise, 28-29 May 1976	   D-2
       Hydromet cruise, 22-23 June 1976	   D-9
       Meteorology, 20 May to 20 June 1976	   D-12
       Wind data, June-July 1975	   D-16

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                                 APPENDIX B

          BACKGROUND ON THE SEA OF AZOV AND LAKE BAIKAL ECOSYSTEMS
(Translation of the Russian text prepared by Alexander B. Gorstko and Anton
A. Matveyev).
                                      B-l

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                                INTRODUCTION






    The contacts between Soviet and American specialists engaged in under




the agreement for cooperation between the USSR and USA in the area of pre-




vention of pollution of natural waters have shown a considerable similarity




in the approaches to the mathematical modeling of the ecosystems of bodies




of water.  However, existing differences in methodology lend special im-




portance to the problem of comparing results of modeling of the same objects




by different methods.  The following three bodies of water were selected as




such objects:




    (1)  The Sea of Azov - an ecosystem model that can serve as a




         reference standard has been worked out;




    (2)  Lake Baikal - a body of water under intensive study by the




         USSR Hydrometeorological Service;




    (3)  Lake Michigan - a body of water under study by the U.S.




         Environmental Protection Agency.




    The present material forms the basis for constructing mathematical




models of the ecosystems of the first two bodies of water.  It presents the




characteristics of these ecosystems, the necessary data on the catchment




basins, the existing information, and problems for whose solution the models




are created.




    The Sea of Azov is used as an example for describing a model of water




exchange between different parts of a body of water.






                                    B-2

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                                 CHAPTER 1


           THE "SEA OF AZOV" SIMULATION SYSTEM ("SEA OF AZOV" SS)



1.  Ecological Sketch of the Sea of Azov.  Problems Requiring the Creation
    of a Model.


    The construction of the "Sea of Azov" SS is based on extensive natural


scientific information on the object being modeled.  It is not possible here


to give a detailed description of the processes and phenomena occurring in


the ecosystem, since this would take up too much space.  We will, therefore,


confine ourselves to a fairly brief sketch, which will be completed with a


characterization of the problems for the solution of which the "Sea of Azov"


SS in intended.


    The Sea of Azov is a comparatively small body of water located between


45° and 47° N and 35° and 39° E.  Its area is 38,000 km2, and the seawater

               3
volume * 320 km .  The Sea of Azov is shallow; maximum depth is of the


order of 13 meters, and average depth, about 8 meters.


    The sea is inhabited by:


    332 species of phytoplankton


    155 species of zooplankton;


    180 species of benthos;


    104 species of fish.


    All the species are far from being of equal importance to the life of


the ecosystem as a whole.  This made it possible to limit the modeling to


only the most important ones:                                :


    20 species of phytoplankton comprising 95% of  the phytoplankton biomass;


    12 species of zooplankton comprising 92% of the zooplankton biomass;


    6 species of benthos comprising 88% of the benthos biomass;


    9 species of fish comprising 90% of the  fish biomass.

                                     B-3

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    With time, under the action of various factors and processes, both




abiotic and biotic, a change in the biomasses of the enumerated species




takes place.  In order to gain a correct understanding of the pattern of




these changes, we will give a more detailed description of the processes




taking place in the sea, and of the characteristics of the individual




trophic levels of the ecosystem.




External Factors




    The rates of the processes in an ecosystem depend significantly on a




number of factors determining the state of the environment, the so-called




external factors, which include temperature conditions, wind activity over




the water area of the sea, solar activity, precipitation, evaporation, etc.




They can all be broken down into three groups:  climate-governed  factors,




hydrometeorological factors subjected to anthropogenic influence, and para-




meters of effective control of the ecosystem.  The values of these factors




are available in the form of series of past observations, actual, and pre-




dicted values.  When the processes in the ecosystem are simulated, the




possibility of their different realization for different values of external




factors is  taken into consideration.




Dynamics of the Waters




    One of  the key processes in the Sea of Azov is the water exchange




between different parts of the sea and the associated redistribution of  the




solutes, suspensions and organisms.  The dynamics of the seawater are




essentially determined by the wind, and the horizontal water exchange  is




determined by the wind-generated system of currents.  Typical of  the Sea  of




Azov is the short time  lag of the process.  Because of the shallowness of
                                     B-4

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the sea and unstable wind conditions, the speed and direction of currents




at any point of the water area change very rapidly.




    According to the data of the Hydrometeorological Handbook for  the Sea




of Azov,   wind currents with speeds of 2-10 cm/sec have  the highest  fre-




quency (up to 60%).  Currents with speeds of 10-20 cm/sec, corresponding to




winds of 5-10 m/sec, have a frequency of about 30%.  The  maximum current




speed does not exceed 60-80 cm/sec.




    During the cold half of the year, winds of the eastern quarter of the




horizon prevail above the sea.  Their frequency during this period amounts




to an average of 45-50%, and the frequency of westerly winds, about 30%.




The wind speed during the fall and winter periods  reaches an average maxi-




mum of 6-7 m/sec.  Storms with easterly winds of over 10-15 m/sec  also




occur at that time.




    In spring and  summer, the directions of transport of  the air masses




change; the frequency of western vectors increases to 38-45% and that of




eastern vectors decreases to 25-30%.  Later (July, August), the wind  speed




drops to the annual minimum, which amounts to a long-term average  of  4.2




m/sec.  In the course of a year, the frequency of  northerly and southerly




winds does not usually exceed 10%, and  the frequency of calms  is approxi-




mately 7%.




    Winds of the eastern quarter of  the horizon raise the water level on




the western shores of the sea and  lower,it on the  eastern shores.  The




effect of westerly winds is opposite.   The level differences between  regions




of the sea opposite in the latitudinal  direction may reach 4-5 m.  Lasting




winds lead to the  establishment  in the  sea of a fairly  stable  profile of




the water surface  with the maximum possible slope  for a given  wind pressure.





                                    B-5

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    In addition to wind, a role is also played in the level dynamics of  the


sea, and hence in the displacement of water masses, by the specific propor-


tion of the elements of its water balance, primarily the runoff, atmospheric


precipitation, evaporation, and water exchange with the Black Sea through


the Kerch Straits.


    Data on a long-term (1923-74) average water balance are listed  in Table


1.  Some characteristics of its component elements are given below.
            TABLE 1.  WATER BALANCE OF THE SEA OF AZOV (1923-74)
                                (km-Vyear)
       Gain
        Loss
   River runoff    37.3


   Precipitation    14.2


   Inflow from Black Sea    32.9


   Inflow from Sivash    0.3


   TOTAL:    84.7
Evaporation    34.2


Runoff into Black Sea    48.6


Runoff into Sivash    1.4
TOTAL:
84.2
    The main volume of the continental runoff into the Sea of Azov  is due  to

                                   3
the inflow from the Don (      * km ; variation coefficient of annual run-

                                     3
off, 0.30) and the Kuban" (      * km  ; variation coefficient of  annual


runoff, 0.19).


    According to calculations of the State  Institute of Oceanography  (COIN),


the average annual precipitation on the sea  surface is 14.2 km ,  and  the


variation coefficient is 0.17.


    The long-term average evaporation  from  the surface of  the Sea of  Azov


is 34.2 km^, and the variation coefficient  is 0.06.
translator's Note:  Figures missing  in  the  original  text.
                                      B-6

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    The water exchange of the Azov and Black Seas  is  the most dynamic com-



ponent of the water balance.  During the period under consideration, the



maximum annual runoff of Azov waters was measured  in  1932 and found  to be


       3                          3
67.1 km , and the minimum, 38.8 km , was noted in  1950.  The extremes of


                                              3                   3
annual inflow of Black Sea waters were 38.1 km  (1950) and 28.9 km



(1932), respectively, and the extremes of the net  water exchange were 38.1


  3                  3
km  (1932) and 0.7 km  (1950).  The coefficient of variation of mean



annual values of water exchange through the Kerch  Straits is 0.56.



    The annual distribution of the main elements of the water balance is



presented in Table 2.'



Oxygen



    Dissolved oxygen, which plays a decisive part  in  many processes, holds



a unique position among the abiotic parts of the ecosystem.



    The chief sources of oxygen supplied to the water mass are  its produc-



tion by photosynthesis and invasion from the atmosphere.  During the cold



season, these incoming items are approximately equal, and in summer, photo-



synthesis is estimated to produce 60 to 90% of the total oxygen supply.



    The dissolved oxygen is expended on the respiration of organisms and de-



gradation of organic matter of the pelagic zone and bottom.  The latter



process is mainly due to the activity  of the microflora, and is therefore



biochemical in nature.  The Sea of Azov is characterized by a high rate of



biochemical oxygen consumption (demand) (BOD ); an average of 0.44-0.60



ml of 0?/£ day, and  in the Don estuary, up to 0.70 ml of 0?/£ day.



This is chiefly determined by the substantial concentrations of organic com-



pounds accumulated in it.  Since the consumption values cited are usually



lower  than the total oxygen supply (about 0.9 ml of 0_/£ day in 1974-75),




                                    B-7

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       TABLE 2.  ANNUAL DISTRIBUTION (%) OF MAIN  ELEMENTS  OF  THE  WATER BALANCE
                                  OF THE SEA OF AZOV
Element of Balance
Jan Feb
Winter*
Mar Apr May
Spring
June July Aug
Summer
Sep Oct Nov
Fall
Dec
Winter
Don River runoff

Kuban1 River
  runoff**

Precipitation

Evaporation
4.8  6.1   8.8 14.9 13.9   9.0   8.2. 7.5  7.2  7.6   7.2    4.8


5.0  4.9   7.9  9.0 13.5  13.3  12.5  9.3  5.0  4.5   5.7    9.4

    25.4            20.3        28.9           25.4

     7.3            10.7        53.9           28.1
w
1
DO




Runoff into
Black Sea
Inflow from
Black Sea
Net water
exchange
29.2 30.5 17.0 23

33.1 18.8 19.4 28

19.6 56.8 11.8 11
.3

.7

.8
 *A11 data for winter are given for the Dec-Feb period.
**After the construction of the Krasnodar storage reservoir.

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there is practically never any oxygen deficit  in  the  surface  layers  of  the


sea.  This however  is not the case in the bottom  layers.  A very high rate


of oxygen consumption is observed in the "water-ground"  contact zone.   Thus,


BOD. for the bottom sediments of the sea during the warm period of  the

                                 2
year amounts to about 4 g of 0_/m  day, while  in  Taganrog Bay  this  value

                 2
is 10.5 g of 0_/m   day.  For this reason, in  the  bottom  layer, the


oxygen content often drops to zero, and so-called obstruction  phenomena


take place.


    It has been found that the oxygen consumption of  the ground varies  with"


the ground type.  Tab,le 3 gives average values of oxygen consumption at 10°C


under optimum oxygen conditions.



                 TABLE 3.  CONSUMPTION OF OXYGEN  BY GROUNDS


                                          Oxygen  Consumption  at 10°C
	Type of Ground	.-   	(   of  02/m^ day)	


     Clayed silt       ;                                   3


     Fine silt                                         2.5


     Coarse silt                                          1


	Sand with shells  	0.7	


    However, the state of the oxygen regime of the sea is not  determined


solely by the ratio of the gain and loss items of the balance.  A very  im-


portant role is played by regulating factors,  i.e., temperature, quality  of


organic matter, salinity, hydrodynamic activity of the period, and  vertical


stratification of the waters.  Their combined  action  determines  the present


oxygen regime.


    Since 1960, the phenomena of the summer oxygen deficit  in the bottom


layers have become  practically annual.  On  average, for  1960-75,  the area



                                    B-9

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bounded by the iso-oxidation line of 60% saturation (boundary of sublethal

                                           2
oxygen content) amounted to about 10,000 km , or over 25% of the water


area of the sea.  A complete absence of oxygen and consequent death of bot-


tom fauna were recorded over a considerable area.  Among the reasons for


such a marked deterioration of the oxygen regime, the following may be


cited:


    (1)  A depression of wind activity in 1957-73 that was most


         appreciable during the entire observation period and that


         reduced the dynamic aeration of the water masses and es-


         pecially of the bottom layers of the sea.


    (2)  A 0.5° increase in the mean annual temperature of the


         waters of the Sea of Azov.


    (3)  A decrease in photosynthetic activity.


    (4)  An increase in the density stratification of the waters of


         the sea.


    The present oxygen deficiency of the Sea of Azov has well-defined nega-

                             o
tive ecological aftereffects.


Biogenic Elements


    The concentration of nitrogen and phosphorus-containing compounds in


the sea is regulated by'both the proportion of their balance components and


the kinetics of the internal turnover.  We will begin by considering the


components of the nitrogen balance.


    On average, during the decade, 1966-75, the river runoff into  the Sea


of Azov brought 67.43 thousand tons of nitrogen (Don - 37.67, Kuban' -


29.76 thousand tons) and 6.48 thousand tons of phosphorus (Don - 3.15,
                                     B-10

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Kuban' - 3.33 thousand tons).  It should be noted that  these values are

unstable and depend on anthropogenic activity.

    The average total concentration of mineral and organic compounds of ni-
                                                                       3
trogen in precipitation falling on the sea surface amounts to  1400 mg/m ,
                                         3
and that of phosphorus compounds, 45 mg/m .  Since the  mean annual pre-
                                        3
cipitation on the sea surface is 14.2 km , it may be assumed that the  in-

flow of nitrogen and phosphorus with this item of the balance  will amount

to 19.9 and 0.6 thousand tons, respectively.

    There is one more incoming item - the inflow of nitrogen and phoshorus

with materials from abrasion of the shores.  Quantitative estimates are

given in Table 4.
   TABLE 4.  INFLOW OF TOTAL NITROGEN AND PHOSPHORUS  INTO THE  SEA OF AZOV
                    WITH MATERIALS FROM COASTAL ABRASION
Region of coastal zone
Amount of abra-
sion material,     Average content  Inflow, tons
 million tons        N        P       N      P
Temryuk - Primorsko-
   Aktarsk

Region of Primorosko-
   Aktarsk

Genichesk - Belo-
   sarayskaya sand bar

Northern shore of
   Taganrog Bay

Southern shore of
   Taganrog Bay    !

Yeyskiy Peninsula

Taman and Kerch
   Peninsulas
     0.20


     0.38


    12.60


     0.64


     0.67

     1.70


     0.66
0.066    0.010    130     20


0.050    0.010    190     40


0.043    0.010   6000   1250


0.050    0.010    320     63


0.030    0.011    200     72

0.034    0.009    580    150


0.050    0.010    330     70
TOTAL
    16.85
0.047 (sic)
7750   1665
                                     B-ll

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    Since phosphorus in coastal sediments is represented chiefly by



sparingly soluble compounds, its change  to the dissolved state may be asumed



equal to 10% of the total inflow, i.e.,  0.16 thousand  tons/year.  For nitro-



gen, this value reaches 50%, and the inflow into  the water amounts to 3.88



thousand tons/year.



    Another important item of the balance is the  water exchange with the



Black Sea.  Since the average concentration of nitrogen in Black Sea waters



is 350 mg/m , and that of phosphorus, 27 mg/m , their  total  inflows from



the Black Sea are 11.4 and 0.9 thousand  tons, respectively.  According  to


                                  12
the calculations of G^D. Makarova,   the average  content of  nitrogen and



phosphorus in waters of the Sea of Azov  region preceding the straits is


                3                3
1110 and 80 mg/m .  For a 49.8 km  runoff from the Sea of Azov, the



annual loss of nitrogen and phosphorus-containing compounds  from this



balance item amounts to 45.3 and 4.0 thousand tons, respectively.



    We have examined the gain and loss balance items of biogenic compounds.



It should be noted, however, that the power of the producing system of  a



sea depends not so much on the balance of biogenic compounds as on the  rate



of their internal turnover.  Therefore,  information on the nitrogen and



phosphorus content is insufficient for estimating and  predicting the state



of the ecosystem of a sea.



    Basic diagrams of nitrogen and phosphorus turnovers in bodies of water



are known rather well, and we will not dwell on them here.   Let us only



note that according to data pertaining to the period of the  natural regime



of the Sea of Azov, the rate of  its nitrogen and  phosphorus  turnover was  7



and 8 cycles per year, respectively.  Of these, 4-5 were accomplished  in



summer, 1-2 in spring, and 2-3 in fall.




                                    B-12

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               12             .   .
    Recent data   indicate a significant reduction in the rates of inter-



nal turnover of nitrogen and phosphorus, which now amounts to 2.1 and 6.8



cycles per year, respectively.  There is reason to assume that this reduc-



tion in rates is due to an increasing salinity of the sea.



Quality of the Waters



    The chemical pollution of waters of the Sea of Azov is a significant



factor in its biological action, with a negative effect on the ecosystem of



the sea.  The most common pollution components are petroleum products,



phenol compounds, detergents and pesticides.  The content of heavy metal



salts in the pelagic zone of the sea are at the level of  the natural geo-



chemical background.



    Because of shallow waters, which provide for a high degree of aeration



of the water masses and their satisfactory progressiveness, and also be-



cause of its high biological productivity, the Sea of Azov has a high self-



purifying capacity.  The chief role in self-purification  eliminating



degradable pollutants is played by biological processes.  Participants in



these processes are bacteria, fungi, infusoria, rotifers, etc.



    In the la.st few years, considerable work has been done in the Azov



Basin to prevent the pollution of the sea and of the rivers emptying into



it.  A number of water-protection measures have been implemented in plants



and population centers located along the Azov coast:  Taganrog, Zhdanov,



Berdyansk, etc.  An effective system of control and sanctions providing for



the necessary progress of water-protection measures has been created in the



Azov Basin.
                                      B-13

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    A resolution of the Central Committee of the Communist Party and USSR




Council of Ministers of 4 February 1976, entitled "Measures to Prevent the




Pollution of Black and Azov Basins", stipulates a set of measures providing




for the complete cessation by 1985 (and for many large plants, by 1980) of




the dumping of untreated household and  industrial sewage into the bodies of




water of the Azov Basin.




    Despite the relatively favorable situation with respect to water quality




in the Sea of Azov and the prevailing tendency toward its further improve-




ment, the Water Quality .unit, describing the dynamics of concentrations of




pollutants and the self-purification processes in the Sea of Azov, has been




introduced into the SS for testing different control variants and also for




retrospective analysis. ,




Phytoplankton




    The phytoplankton of the Sea of Azov, consisting of 332 species, is the




chief producer of organic matter.  It thereby largely determines the state




of the nutritive base and hence, the living conditions of food fish popula-




tions.




    Analysis of observations of phytoplankton development has revealed a




seasonal rhythm of the production processes within the annual cycle.  In the




Sea of Azov, one can distinguish two main ecological complexes of algae:  a




cold-water and a warm-water complex.




    In the course.of an \annual cycle, because of the fluctuation  in water




temperature, a change in the prevalence of representatives of these two




types is observed.  This change, combined with the dynamics of biogen-con-




taining compounds, usually determines the presence of three maxima - the
                                    B-14

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spring and fall maxima (with the prevalence of cold-water algae) and summer



maximum (with the prevalence of warm-water ones).



    The early spring period is characterized by a massive development of



temperate and cold-water species of diatoms - Sceletonema costatum,



Chaetoceros holsatucus, and in Taganrog Bay - Sceletonema costatum,



Chaetoceros rigidus.



    The absence of competing algae at that time, low consumption by the



animals and a simultaneous high content of biogenic elements in the water



enable the cold-water species of algae to form a large biomass, on the order


            3

of 14-27 g/m , or about 80% of the total phytoplankton biomass.



    The reduction of the content of biogenic elements in the water because



of their intensive consumption is associated with a sharp reduction in the



biomass of algae and an almost complete elimination of algae of the cold-



water complex from the plankton.  The total phytoplankton biomass decreases


              3
to 1.0-0.2 g/m .  The low level of the phytoplankton biomass lasts until



June.



    As the seawater warms up to optimum temperatures for warm-water species



and as the biogenic elements return to mineral forms accessible to assimila-



tion by phytoplankton, the number of warm-water phytoplankton  species, which



develop intensively, increases, and at 22-26° a second maximum in the phyto-



plankton biomass is observed.  In the sea itself, phytoplankton is repre-



sented by marine and saltwater species of pyrophytic algae (Exuviaella



cordata, Prorocentrum tnicans, Peridinium sp., Goniaulax poliedra).  In



Taganrog Bay, the summer complex is chiefly represented by saltwater and



genetically freshwater species of blue-green, green algae and  diatoms.  The
                                    B-15

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highest specific value in the total biomass (about 90%) is formed by diatoms



(Coscinodiscus jonesianus, Thalassiosira parva) and the blue-green algae



(Aphanizomenon flos-aquae, Anabaena flos-aquae, and Microcystis sp.).  The


                                                                      3
phytoplankton biomass in July-August reaches an average of 1.0-3.8 g/m



in the sea and 3.3-8.5 g/m  in the bay.



    The third fall maximum is characterized by the attenuation of production



processes of warm-water species of algae and a new maximum in the develop-



ment of diatoms (Thalassionema nitzschiodis, Zeptoculindrus danicus,



Sceletonema costatum, Coscinodiscus jonesianus).  The fall "flash" of dia-



toms is less intense'than the spring one.



    In winter, the phytoplankton vegetation almost comes to a halt, and its


                               3

biomass amounts to 0.02-0.5 n/m .  Seasonal variations in phytoplankton



composition and biomass are presented in Table 5.



    The substantial phytoplankton biomass fluctuations are caused by



different responses of the leading types of phytoplankton to changing



environmental factors.



    It may be considered established that the chief factors controlling the



state of phytoplankton populations are the  illumination conditions, tempera-



ture, salinity, and concentrations of biogen-containing compounds  in the



water.



    For modeling purposes, we must know the ranges of variation of these



factors optimal for the species under consideration (Table 6), as well as



the chemical composition of the individual  groups and species of phytoplank-



ton (Table 7).
                                    B-16

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   TABLE 5.  SEASONAL VARIATIONS IN THE COMPOSITION AND BIOMASS (mg/m3)
                    OF PHYTOPLANKTON OF THE SEA OF AZOV
                         (Based on data for 1965-72
Name

Diatoms
Pyrophytic
Green
Blue-green
Other
Total Biomass

Total Biomass
Diatoms
Pyrophytic
Blue-green
Green
Other
April

a 1401
b 76
a 290
b 16
a 22
b 1
a 19..
b 1
b 6
1845

a 6446
b 100
a 5570
b 86
a 79
b 1
a 829
b 12
a 116
b 2
b 2
May

704
75
48
4
33
4
20
2
15
938

1501
100
844
56
103
7
120
8
100
7
2
June
SEA OF AZOV
554
58
132
14
14
1,5
4
0,4
26
961
TAGANROG BAY
3892
100
2372
61
90
2
375
10
256
7
0-,3
July

334
28
785
63
36
3
26
2
4
1247

3327
100
1856
56
260
8
923
28
243
7
1
August

1030
27
2600
68
251
6
58
1,5
• 0,5
3813

8511
100
1698
20
288
3
5941
70
139
2
0,3
October

6035
93
350
5
19
5
38
0,6
0,4
6500

7555
100
5734
76
72
1
2163
27
714
9
0,3
Note:  a - biomass mg/m3
       b - percent (%)

Translator's Note:  Comma (,) represents a decimal point (.) here and  in
                    other tables.
                                    B-17

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TABLE 6.   SOME CHARACTERISTICS OF Pitt TOPLANKTON SPECIES SELECTED FOR MODELING
Phase
vari-
able Name
X27
X28
X29
X30
X31
X32
W X33
£ X3"
X35
X36
X37
X38
X39
Xto
Sceletonema
Coskinodiskus
Thalassiasira
Ciclotella
Leptocylindrus
Chaetoeerus
Thalassionema
Rhizocolenia
Exuviaella
Paricebtryn
Gonianlox
Glenodinium
Peridinium
Microxystis
Aphanizomenon
Anabaena
Lynobia
Aakistrodesmus
Scenedesmus
Oocystis
costaium
fonesianus
decipiens
caspia
danicus
holsaticus
nitzschiodis
calcar-aris
cardaia
micans
v polyedra
centicula
orbiculare
aeruginosa
f los-aquae
f los-aquae
limnetica

Biological
form
Diatoms
Diatoms
Diatoms
Diatoms
Diatoms
Diatoms
Diatoms
Diatoms
Pyrophytic
Pyrophytic
Pyrophytic
Pyrophytic
Pyrophytic
Blue-green
Blue-green
Blue-green
Blue-green
Green
Green
Green
Salinity
(optimum
range (%)
10,5-13,2
10,5-12,3
12,5-13,1
5-14,3
10,5-12,3
7-13
5,2-12,8
11-12,9
9-20
9-20
9-20
9-20
9-20
10
10
10
10
8-9
8-9
8-9
Tempera-
ture
(optimum
range (%)
2-8
2,8-15
5,1-12,8
4-24,5
9,1-16,2
10-25
2-8
15-25
22-26
22-26
22-26
22-26
22-26
24-26
24-26
24-26
24-26
24-26
24-26
24-26
Nitrogen, opt.
cone, mg/1
NO 3 NHA,
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,5-0,8
0,5-0,8
0,5-0,8
0,5-0,8
0,5-0,8
0,6-0,2
0,6-0,2
0,6-0,2
0,6-0,2
5,0
5,0
5,0
0,01-0,4
0,01-0,4
On i n A
, U 1 U , f
On i c\ /.
, U 1 U ,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,01-0,4
0,06-0,2
0,06-0,2
0,06-0,2
0,06-0,2
0,2-0,5
0,2-0,5
0,2-0,5
Phosphorus
( optimum
concentra-
tion), mg/1
0,08-0,32
0,08-0,32
0,08-0,32
0,08-0,32
0,08-0,32
0,08-0,32
0,08-0,32
0,08-0,32
0,1-0,3
0,1-0,3
0,1-0,3
0,1-0,3
0,1-0,3
0,03-0,32
0,03-0,32
0,03-0,32
0,03-0,32
0,03-0,32
0,03-0,32
0,03-0,32

-------
       TABLE 7.  ELEMENTARY CHEMICAL COMPOSITION OF INDIVIDUAL GROUPS
                            AND SPECIES OF ALGAE
                             (% of dry weight)
Name of Algae Nitrogen Phosphorus
Diatoms 2.49 0.60
Pyrophytic 4.01 0.57
Blue-green 7.05 0.89
Blue-green 9.00 0.46
X
Microcvstis
aeruginosa 9.10 0.45
Nitrogen:
Phosphorus
4:1
7:1
8:1
20:1
20:1
Site of
Sampling
-
-
Sea of
Azov
Uchinskoye
storage
reservoir
Taganrog
Bay
Author
Vinogradov
1939
Vinogradov
1939
Vinogradov
1939
Guseva
1963
Aldakimova
Ka si nova
1962
Zonpl.ankton             '

    The zooplankton of  the Sea of Azov consists of  185 species pertaining  to

marine, saltwater relict and freshwater complexes.  The sea  itself  is  in-

habited mainly by marine forms and some saltwater forms.  The copepods

Calanipeda aquae-dulcis, Ascartia clausi, Acartia latisetosa, Centropages

ponticus are widely distributed; Synchaeta sp. dominate among rotifera, and

among cladocerans, Podon polyphemoides.  Until recently,  the freshwater and

saltwater organisms Daphnia longispina, Bosmina longirostris, and Calanipeda

aquae-dulcis, etc., dominated in Taganrog Bay.  At  the present time, because

of the salinization of  the waters of  the sea  and bay, the freshwater com-

plexes have lost their  leading role.
                                      B-19

-------
    Despite the abundance of zooplankton species inhabiting the Sea of Azov,




the bulk of the zooplankton biomass (up to 80%) is made up of two to three




dominant species during each season.  A definite seasonal change of dominate




groups is also observed.




    The early-spring plankton of the sea is chiefly represented by rotifers




of the genus Synchaeta (76% of total biomass).  Later in the season, Balanus




larvae, which account for up to 63% of the total biomass, dominate.  The




start of massive development of copepods, whose biomass amounts to over 20%,




is attributed to that period.




    In Taganrog Bay, the copepods comprise 50% of the total zooplankton in




spring.




    Copepods predominate in the sea in summer, making up 56% of the zoo-




plankton biomass.  In Taganrog Bay, the summer dominants are Cladocera




(46%), and also Calanipeda aquae-dulics (34%).  By autumn, the fraction of




copepods in the open sea drops to 26%, whereas the amount of Balanus larvae




and rotifers increases.  In the bay, a homogeneity of the zooplankton




composition, 80% of which is represented by Calanipeda aquae-dulcis is




observed at that time.  :




    In winter, a small number of species with a well-defined dominance of




copepods is observed in both the sea and bay.  The annual variation of bio-




mass is shown in Table 8.
                                     B-20

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     TABLE 8.  VALUES OF VARIOUS GROUPS AND SPECIES OF INVERTEBRATES IN
                       ZOOPLANKTON OF THE SEA OF AZOV
                      (% of mean biomass for 1969-73)
Months
Organisms
Synchaeta .
Calanipeda aquae-dulcis
Apr May July Oct
Taganrog Bay
32 5 61
35 34 52
Apr May July Oct
Sea of Azov
76 7 8 1.3
3-64
Acartia clausi
(Azov and Black Seas)
Centropages kroijeri
Balanus larvae
Other
47 15.4 24
_ _ _
18
21 26.6 36
30
0.7
5
21.3
10 19
- -
63
14 8
59
7
_
26
21
-
3.3
10.4
    As is evident from the above, the dominant zooplankton species of  the

Sea of Azov include:  among copepods - Acartia clausi, Calanipeda aquae-

dulcis, Centropages kroijeri; among rotifers - Synchaeta sp.; among clado-

cerans - Podon polyphemoides, as well as  the periodically appearing larvae

of the zoobenthos Balanus.

    We will present some data on the ecology of  these  species,  used below

for modeling purposes.

    The most significant factors affecting  the formation of  a biocenosis are

salinity and temperature.  The  tolerance  ranges  and  optimum  ranges of  the

values of these  factors  for various species are  analyzed in  Table 9.
                                      B-21

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      TABLE 9.   RANGES OF ABIOTIC FACTORS AFFECTING THE SURVIVAL RATE
                               OF ZOOPLANKTON
Species
Acartia
clausi
Calanipeda
aquae-
dulcis
Centropages
kroi jeri
Synchaeta
sp.
Podon poly-
phemoides
Balanus
larvae
Salinity
range for
survival
rate
5.0-14.5
1.0-13.0
8.5-14.0,.
0.5-12.0
6.5-12.4
5-30
Temperature
range where
the species Optimum Seasons when the
Optimum develops Tempera- species is pre-
salinity normally tures sent in plankton
10.0-12.0 10°-25° 23°-25° year round
4.0-7.0 9°-25° - year round
11.5-12.4 10°-25° 16.5°-17° heat-loving form
5-6 months
8.0-11.0 - 5°-10° April-May and
Septebmer-
October
11.5 ll°-25° 14°-16° April and
October
10-12 - 14° -16° April-May and
September-
October
    During their development, the zooplankton organisms go  through  three

successive age stages:  nauplii (the  smallest young  individuals), more

mature ones - copepodites, and finally, imagoes - adults.   For modeling

purposes, it was found useful to distinguish three age groups for copepods,

since different processes take place  in them at different rates.  For  the

remaining zooplankton species, however, whose lifetimes are much shorter,

the age structure is not considered.  The  times spent by  the zooplankton

organisms in the various age groups are indicted  in  Table 10.
                                     B-22

-------
        TABLE 10.  DEVELOPMENT TIME OF VARIOUS STAGES OF ZOOPLANKTON
Species
Acartia clausi

Calanipeda aquae-dulcis

Centropages kroijeri

Synchaeta sp.
x
Podon polyphemoides '
Balanus larvae

Stage
nauplii
copepodites
adults
nauplii
copepodites
adults
nauplii
copepodites
adults


Lifetime at 20°
8
20
60
12
11
21
10
17
59
20
20
14
    The duration of these periods depends on temperature, and  is consistent




with Krog's curve.                                           ;




    Another index - the reproduction rate - is closely related  to  the  ther-




mal regime of a body of water.  The zooplankton of the Sea of Azov repro-




duces over the course of the entire warm period (from April  through




October).  The rate of this process also depends on the  organisms' food




supply, but it may be assumed as a  first approximation that  the  food  factor




is not the most important one, and  the influence of thermal  conditions on




the reproduction rate can be taken  into account by means  of  Krog's tempera-




ture corrections.




    Table 11 gives values of reproduction rate coefficients  calculated from




the data of Ref. 3.




    A key role in the process of zooplankton biomass variation  is  played by




the nutrition process.
                                     B-23

-------
                  TABLE 11.  REPRODUCTION RATE COEFFICIENTS
                                Reproduction rate coefficient (kR)  at  t = 20°
   Species	of the region	

Acartia clausi   Sea        5(Taganrog Bay)  6(Taganrog Bay)  7(Taganrog Bay)
                 0.02       0.05             0.07             0.07

Calanipeda
aquae-dulcis     at t° > 9°
                  24°, 0.03 otherwise        0.01

Centropages
kroijeri         0.04       0.05             0.05             0.05

Podon poly-
phemoides        0.04       0.01             0.01             0.01

Synchaeta sp.    at t° > 18°
                 0.01
Balanus
larvae                       -
    Phytoplankton and detritus form  the basis of zooplankton's ration.  From

the phytoplankton,  small cells up to 100 microns in size are consumed.  In

spring and autumn,  their deficiency  is compensated by detritus, which  amounts

to 70-80% of the weight of a food particle.  In summer, when the  development

of small algae reaches a maximum, they dominate in the ration of  the zoo-

plankton, but the role of detritus is a major one, as before.  The  consump-

tion of  live feed by the zooplankton is insignificant.

    The amount of feed consumed by the zooplankton is calculated  on the basis

of data on the amount of energy required to  cover expenditures on the  energy

metabolism (respiration and search for food), and also for  the formation of

new biomass at the  expense of both the growth of the organism and reproduc-

tion.

    If one knows the food assimilability coefficients, which are  listed in

Table 12 on the basis of Ref. 5, and coefficients of food utilization  for


                                     B-24

-------
   TABLE 12.  EXPENDITURES ON METABOLISM AND COEFFICIENTS OF ASSIMILABILITY (u)
                      AND FOOD UTILIZATION FOR GROWTH (K2)*
Species,
stage of
Development
Acartia


Calanipedo


Centropages
Synchaeta


Copepoda
nauplii


Copepoda
copepodites

Balanus
larvae

Weight of
one specimen
yg
12 , 9
13,4
14,5
54,7
54,7 .,
54,7
19,5
6,2 .!
8,8

M :
1,4

1,2
3,6
3,6
3,6
15,5
15,5
15,5
Temperature
°C
13-14
18-20
21-23
8-11
13-15
22-23
21-23
14-16
23-24

13-15
.14-16

22-24
9-11
14-16
23-24
11-13
21-22
24-25
Expenditures by days
one specimen
Ug %
5,31
6,63
7,09
17,9
20,2
15,2
6,5
2,69
5,33

0,96
1,08

1,39
1,56
4,98
2,50
2,43
4,61
6,54
41,2
49,5
48,9
32,7
36,9
27,8
33,3
43,4
60,5

68,4
77,1

115,8
43,3
138,3
69,3
16,0
29,7
48,9
K2

0,11 0,77


0,11 0,77

0,08 0,77

0,11-0,28
0,77

0,23-0,36
0,77


0,3 0,8


0,4 0,48

*Data kindly supplied by Ye. I. Studenikina.
                                      B-25

-------
growth (Table 13) for each age froup of the zooplankton, then by using the

relations given in Ref.  5 and 14, one can formulte the maximum rations, i.e.,

the maximum amount of food (in calories) that can be consumed by the corre-

sponding zooplankton group.
          TABLE 13.  FUEL VALUE AND DRY SUBSTANCE CONTENT OF VARIOUS
                          SPECIES OF ZOOPLANKTON (5)
Calorific value of
1 mg of dry
Species substance
Acartia clausi
Calanipeda aquae-dulcis
Centropages kroijeri
Synchaeta sp.
Podon polyphemoides
Balanus larvae

5,6
5,6
4,86
5
5,6
5
% content of dry
substance in
the organism
12,6
15,8
17,9
10,2
20,0
15,0
Benthos
    Up to 180 species of zoobenthos are counted in  the Sea of Azov.  In  the

last few years, the dominant species have been Cerastoderma (Carium), Abra

(Syndesmya), Hydrobia, Mytilaster, Corbulomya, Balanus, Nephthys, Nereis.

    The principal ecological factors determining the character of distribu-

tion of the bottom fauna and subsequently considered in the model are the

following:       '

    (1)  Salinity of  the water

    (2)  Oxygen regime

    (3)  Status of ground

    (4)  Food availability

    (5)  Temperature  regime

                                     B-26

-------
    Tables 14-16 give information on the influence of the first three fac-

tors on benthos organisms.

      TABLE 14.  FAVORABLE SALINITY CONDITIONS FOR ZOOBENTHOS SPECIES
                   OF THE SEA OF AZOV (salinity in 0/00)
Species
Cerastoderma
Abra
Mytilaster
Corbulomya
Balanus
Hydrobia
Nephthys
Nereis

Tolerant
7,5
9,9
8
9
7.5
5
8
5
- 30
- 25
- 20
- 17,5
- 17,5
- 30
- 30
Optimum development
conditions
8.5 -
9 -
10 -
10 -
10 -
7.5 -
10 -
7 -
10.5
10
11
11
12
9
12
10
 TABLE 15.  LOWER OXYGEN THRESHOLD FOR THE MASS OF BOTTOM  INVERTEBRATES OF
    THE SEA OF AZOV UNDER SALINITY CONDITIONS FAVORABLE TO EACH  SPECIES
Species
Cerastoderma
Abra
Corbulomya
Hydrobia
Nereis
Mytilaster
Balanus
Nephthys
Salinity
0/00
10-20
10-15
10-15
10-20
12-14

Lower oxygen
threshold
(ml/1 of 02)

1,5

1,5
3
1
0
0
- 2,0
0
0
_ 2*
- 3,5*
_ 2*
Length of survival
in oxygen-free
water (hours)
33-58
96-168
0 (18-34%
per day die)
150-170
360
240-288

*Experimental  data  for  these  species  are  lacking,  the  table gives  data for
 the corresponding  genus  of hydrobionts.
                                      B-27

-------
TABLE 16.   GROUND TYPES FAVORABLE TO THE LIFE OF BENTHOS ORGANISMS
                        OF THE SEA OF AZOV

            	Type of Ground	
                                                  Liquid gray
                                                  with no
                                                  shelly
                                                  admixture	Slurry
  Species
Stones   Shells   Sand   Mudstone
Cerastoderma

Abra

Corbulomya

Hydrobia

Nereis

Nephthys

Mytilaster

Balanus
Note:  ++ preferred types of soil.

    Benthos organisms feed mainly on detritus and  to  a  lesser  extent  on  phy-

toplankton and bacteria.  As a rule, animal  food comprises a very minor  part

of the ration, since there are no predators  among  the bottom fauna  of the

Sea of Azov.
    TABLE 17.  COMPOSITION OF FOOD OF THE MAIN  SPECIES OF  BENTHOS  IN  THE
                                 SEA OF AZOV
Species
Cerastoderma
Abra
Mytilaster
Nereis
Nephthys

Algae
2,0
15,4
4,2
12,0
0,4
Type of food in % by weight
Animal Food Detritus
97,7
84 , 3
95,4
1,2 86,5
0,7 98,0

Bacteria
0,3
0,3
0,35
0,5
                                     B-28

-------
    The temperature regime of a body of water determines  the  irate  of  many

biological processes:  growth, development, basal metabolism, nutrition, re-

production, etc.  As the temperature increases  to 25°,  the  rate  of these

processes increases, and as the temperature rises further,  the vital  func-

tions of zoobenthos are depressed.  The amount  of food  consumed  is deter-

mined by the presence of feed and by the water  temperature.   To  calculate

the maximum rations, it .is necessary to have information  on expenditures on

energy metabolism and coefficients of food utilization  for  growth  and

assimilability of the food, as given in Tables  18-20.
        TABLE 18.  OXYGEN CONSUMPTION Q BY BOTTOM  INVERTEBRATES FOR
                              THE SEA OF AZOV
Species
Cerastoderma
Abra
Corbulomya
Mytilaster
Hydrobia
Balanus
Nereis
Nephthys
Tempera- Salinity
ture (°) 0/00
24 10-20
10-15
19 10-15

19 10-20
25 ; 12-14
Consumption of
02, m//h per 1
g of weight
0,050
0,08
0,068-0,076

0,072
0,06
Dependence of Q£
consumption (ml/h)
as a function of
weight (w) in g
at 20°C
=0,105
=0,041

=0,078

=0,095
=0,980
0,63
0,610

0,754

0,4
0,81
                                      B-29

-------
    TABLE 19.  COEFFICIENTS OF FOOD UTILIZATION FOR GROWTH (K2) AND FOOD
                ASSIMILABILITY (u) FOR VARIOUS BENTHOS GROUP
Organisms
Mollusks (Cerastodenna, Abra,
Corbulomya, Mytilaster, Hydrobia)
Crustaceans (Balanus)
Worms (Nereis, Nephthys)

K2(for average population)
0.3-0.4
0.3-0.4
0.54-0.73
u
0.4-0.6
0.4-0.8
0.64
    To calculate the production of zoobenthos at the expense of nutrition,

information is also necessary on the average fuel value of benthos inverte-

brates given in the table below.


       TABLE 20.  FUEL VALUE OF MAIN REPRESENTATIVES OF ZOOBENTHOS IN
                       THE SEA OF AZOV (green weight)

   Species	Fuel value, kcal/g	

Cerastoderma                                          0,216

Abra                                                  0,684

Corbulomya                                            0,240

Mytilaster

Hydrobia                                              0,580

Balanus                                               0,486

Nereis                                                0,700

Nephthys


    In contrast to the zooplankton discussed in the preceding section, ben-

thos information on periods and rates of reproduction and on fluctuations of

various characteristics for age groups is much less complete.

    In this connection, despite the fact that the lifetime of. benthos

organisms is only a few years (Table 21), no age division was introduced

                                      B-30

-------
into the model.  This rough approximation is substantially attenuated by  the

fact that the seasonal change of species is not related  to age, but  is

determined by the aforementioned ecological factors.
    TABLE 21.  LIFETIME AND DATA ON THE REPRODUCTION CYCLES OF THE MAIN
          REPRESENTATIVES OF BENTHOS ORGANISMS IN THE  SEA OF AZOV
  Species
Lifetime,
  years
        Data on reproduction character
Cerastoderma



Abra


Hydrobia

Mytilaster



Corbulomya
Balanus


Nephthys

Nereis
 1.5-2
   8


   3

 2-3
               3 times a year starting at age 2 years,
               most intensively by 3-4 year olds.  In
               May, over 70% of individuals.

               Starting with age 3 years, twice a year;
               in June and August-September.
In March-April - individuals older than 2
years; in May-June - one year olds; in
autumn - 2-3 year olds.

In the first and second year of life, for
10-12 days:
  (1) from 16 to 20 June (t > 17°)
  (2) from 10 to 23 July
  (3) from July to August.

Year round, most intensively at t = 14-16'
in May-June and October.
    In the seasonal dynamics of  the biomass of bottom  invertebrates  in  the

Sea of Azov, an increase  in population  and biomass  is  observed  from  spring

to autumn.  The spring biomass usually  amounts to 1/3  -  1/2  of  the autumn

biomass of the previous year.  The decrease in biomass in  the course of the

winter season  is chiefly  due to  the natural death rate of  the individuals

which reached  their age limit.   In particularly  unfavorable  years, the  loss
                                     B-31

-------
of benthos biomass from autumn to the  following  spring may reach 48-71%,

but on average, 40% of the zoobenthos biomass dies off.


     TABLE 22.  SEASONAL VALUES OF DAILY PRODUCTIVITY COEFFICIENT (P/B)
                       P/B - coefficient (daily)
  Species
  Spring
  Au tumn
 Average
P/B-Annual
Cerastoderma


Abra

Hydrobia

Mytilaster

Corbulomya

Balanus

Nephthys

Nereis
  0,0018
(t° = 10°)
  0,0064
(t° = 15°)
  0,.005
  0,014
   0,006



   0,09



   0,0022

0,03-0,19

0,03-0,19
  3,9


  2,05



  3,22

  1,1-2,8

  1-4,76
Fish Populations

    The Sea of Azov is inhabited by  104  species of  fish.  Since  there  is  de-

finitely no point in working out a separate model for  each of  these  species,

the following scheme was adopted:  some  of the populations were  modeled  in-

dividually, and the others were combined into a single unit  for  more ap-

proximate modeling.  In accordance with  this breakdown, we will  present  the

necessary information on the ecology of  the  fish populations.


ROUND GOBY

    The round goby is indigenous to  the  Sea  of Azov and a typical  repre-

sentative of the saltwater Pontian faunistic complex.  It is capable of

tolerating a fairly wide range of salinity,  occurring  in both  freshwater
                                     B-32

-------
and waters with 18-20  /oo mineralization.  The optimum  salinity  interval

for its reproduction is 10-13  /oo.  The concentrations  of  the  round  goby

in any given zone are also determined by other factors:  nature of ground

(it prefers dense, muddy, sandy and shelly grounds), content of oxygen  dis-

solved in the water, water temperature, and composition  and quantity  of

available food.  The population's habitats do not remain constant owing to

seasonal migrations.

    Most round goby individuals reach an age of 3-4 years,  and  only some, 5

years.   The population structure of the round goby is determined by  the

proportions of the age' groups, and primarily by the yield of its young.  As

a rule, the generation of the current year's young  is  the most  numerous one

(Table 23).  With increasing age, the population of the  age groups de-

creases, and by the 4th year the death rate reaches 95%  (Table  24).


          TABLE 23.  CHARACTERISTICS OF THE ROUND GOBY POPULATION
                                               Periods
   Index
1957-1962
1963-1969
 1970-1973
Biomass, thousand
  tons

Total population,
  billions

Area, percent of
  sea area

Age groups

Population of
  groups, °/0

Length, mm

Weight, g
  102,6


   7270


     86

1+  2+  3+


65  31   4

81 104 112

15  32  39
   78,8


   4488


     72

1+  2+  3+


62  35   3

75  97 105

12  24  29
    25,8


    2173


      60

1+  2+  3+


79  19   2

78  91 101

13  19  25
                                      B-33

-------
   TABLE 24.  CHARACTERISTICS OF THE DEATH RATE OF THE ROUND GOBY  (%) IN
         THE COURSE OF A LIFE CYCLE (according to data for  1961-75)
Index
Total loss, including:
Fishing
Natural

1+ - 2+
61,7
14,8
46,9
Years
2+ - 3+
89,9
17,4
72,5
of Life
3+ - 4+
94,2
14,9
79,3

4+ - 5+
100
5,7
94,3
    The round goby reaches sexual maturity at the age of 2-3 years.  The

entire sexually mature part of the stock spawns.  Approaches of  the  fish  to

the spawning grounds begin with the warming of the water in the  coastal

zone to 7°, which usually occurs in April, and the migration to  the  spawning

grounds becomes massive in April-May, when the water temperature  reaches

10-12°.  Spawning begins in April and continues until the end  of August,

which corresponds to a water  temperature from 10  to 25°.  The spawning  is

heaviest in May-June at a water temperature of 15-18°.  The roe  is  laid  in
                      *
several batches, as many as 5 to 6.  The entire maturation cycle  of  the  egg

batch and its casting last 15-20 days.  Between castings of the  egg  batches,

the females travel to the spawning grounds and feed in  the coastal band  of

the sea.  The fertility of the round goby changes according to the  size  and

age of the fish, amounting to an average of 1.5 for one-year olds,  2.2  for

two-year olds, 3.0 for three-year olds, and 2.0 thousand eggs  for four-year

olds.

    The reproduction efficiency of the  round goby is determined  by  a com-

bination of factors:  content of oxygen dissolved in the water,  sea  state,

silting of spawning grounds,  consumption of fish eggs by predators,  and

status of nutritive base. '   A very essential condition is the  propor-

tion of the sexes in the spawning stock.
                                   B-34

-------
    After spawning, the round goby leaves  the  coastal  zone  and  begins  to

pasture actively.

    About 85% of the stock pastures  in  the northeastern  part  of the  Sea of

Azov.  At the same time, it  is the object  of  fishing.  From 15  September  to

1 December, up to 30% of the stock is caught.  The  round goby winters  in  the

same area where it pastures  in autumn.

    The principal food  items of  the  round  goby are  zoobenthic organisms -

mollusks (87.8%), worms (4%) and bottom crustaceans (6.2%).   The young feed

mainly on bottom crustaceans - mysids,  ostracods, copepods,  etc.,  whose

fraction decreases from 100% for a body length of 20 mm  to  40%  for a body

length of 50 mm as the  size  of the individuals increases.   The  round goby

becomes a typical benthophage after  reaching  a length  of 5  cm,  when  the

mollusks in its ration  are already as high as  60%.   Individuals over 7-8  cm

in size feed mainly on  various mollusks, which make up 75-90% of their

ration.  For a food factor of 22.5-23,  the round goby  population can consume

up to 60% of the production  of feed  benthos on the  water area of the Sea  of

Azov.


   TABLE 25.  VARIATION IN THE COMPOSITION OF  THE FOOD OF THE ROUND  GOBY
                WITH ITS SIZE (% of  frequency  of occurrence)

Organisms         2  3  4  5  6  7   8   9   10   11  12   13 14 15  16  17   18

Mollusks            27  38 51 71  75 80 82   84   83  83   85 82 81  67  83   87

Crustaceans     100 78  57 46 25  18 14   9,   8   8    9   6   8 12  13   7    6

Worms                   534657   5   5    3   2   5   3  8

Fish                    :         112345754  12  10    7
                                    B-35

-------
    The feeding intensity decreases with increasing  size  and  age  of  the  fish

(Table 26) and substantially depends on the water  temperature  in  the  pasture

regions.


      TABLE 26.  MEAN DAILY RATION OF THE ROUND GOBY AT DIFFERENT AGES
                             (% of body weight)


One-year olds  -  5.4     Two-year olds  -  4.11     Three-year olds  -   3.9


    The minimum rations are observed in winter (hundredths  of  one percent),

and the maximum ones, in summer (7.8-10.3% of body weight).

    Azov round gobies' are subjected to wide temperature fluctuations, from

0  to 28°.  At a water temperature above 5-6°, they  lead  a  mobile life,

wandering in search of food.  When the water temperature  is below 5-6°,  they

become sluggish and practically stop feeding.

    An intensive growth of the round goby is observed  at  the  end  of  spring

and the beginning of summer, and  the growth slows  down drastically  in July-

August.  The growth rate of the round goby also changes with  increasing  age:

it grows most intensively during  the first years of  life.


           TABLE 27.  LINEAR AND  WEIGHT GROWTH OF  THE  ROUND GOBY
Age, Years
Sex
FEMALES



MALES



Parameter
Length, mm
Increase, mm
Weight, g
Gain, g
Length, mm
Increase, mm
Weight, g
Gain, g
0+
65
65
3.4 ,
3.4
65
65
3,5
3,5
1+
95
30
14.5
11.1
109
41
26,1
22,6
2+
111
16
21.7
7,2
132
23
41,5
15,4
3+
121
10
33.8
6,1
151
19
51,8
10,3
4+
125
4
36.8
3,0
_
-
-

                                     B-36

-------
ANCHOVY (Azov Type)


    The anchovy is one of the most numerous  fishes  of  the  Sea  of Azov,


second only to the sardelle in population numbers.  The mean annual quanti-


tative indices of  the anchovy stock  fluctuate  over  wide limits:  a popula-


tion of 9 to 107 billion individuals  and a biomass  of  30  to 560 thousand


tons.  Such a wide amplitude in population and biomass variations  is  due  to


a clear-cut dependence of the anchovy's vital  activity processes on external


factors, primarily the temperature regime.


    The Azov anchovy - Engraulis encrasicholus macoficus  - is  one  of  two

                                                                        9
subspecies of the European anchovy inhabiting  the Azov-Black Sea Basin.


This is a typically marine, pelagic,  heat-loving  fish  found at water


temperatures from 6 to 28°.  When cooled to  5-6°, it grows torpid  and dies.


For this reason, the anchovy inhabits  the Sea  of Azov  only during  the warm


period of the sea, migrating to the  Black Sea  for the  winter.  Thus,  the


Azov anchovy is characterized by well-defined  migrations,  which constitute


an adaptation to the temperature regime within the  confines of its  range.


    The change in  sea regime and the  establishment  of  a new level  of  biolo-


gical productivity, reduced in comparison with 1931-51, which  have occurred


in the last few decades, have caused  corresponding  changes in  the  size, bio-


mass and structure of the anchovy population (Table 28).


    All this - a large size of the stock, substantial  fluctuations in num-


bers and biomass caused by the population's  sensitivity  to external condi-


tions, and identified negative changes in anchovy  stock  due to the change in


the sea regime - determines the important role of  the  ANCHOVY  block  in the


SS.
                                     B-37

-------
                         TABLE 28.  BIOLOGICAL CHARACTERISTICS  OF AZOV ANCHOVY POPULATION
Periods
1931-1951
Indices


Biomass ,
thousand tons


Population,
billions

Total, including
young


Total, including
young


From
80

20

30

12

To
420

140

117

56

Av.
220

60

64

31

1952-1959
From
30

10

9

1

To
220

50

59

45

Av.
100

20

30

14'

1960-1969
From
30

5

11

3

To
540

110

89

42

Av.
220

40

46

21

1970-1975
From
163

6

33

3

To
376

108

75

64

Av.
297

51

60

18

                  Total, including
                       young
Production in Sea
of Azov during Apr-Oct  *
thousand tons

Ratio of production to biomass
   (P/B coefficient)

                  0+
               1+ - 4+
Average population
of age groups, %

Average body length, mm

Average body weight, g
50  290  170
30  170   70
         0,78
2  100   60
3   60   25
        0,64
2  290  150
7  130   60
        0,67
118  235  184
 10  110   56
         0,62
54,6
45,4
69,4
3,83
44,0
56,0
75,0
4,25
46,9
53,1
69,2
3,90
47,0
53,0
80,4
5,2

-------
    We will describe  the annual cycle  of  the  anchovy,  placing  particular




emphasis on the dependence of  its vital activity processes  on  the  variation




in water temperature, which  is its most important  ecological  factor.




    The anchovy hibernates in  relatively  immobile  assemblages,  practically




without feeding.  As  soon as the Black Sea waters  begin  to  warm up,  the




anchovy becomes mobile  and begins migrating in  the direction  of the  Kerch




Straits.  The anchovy's migration through  the straits  into  the  Sea of Azov




usually begins as the temperature passes 8°,  although  it  can  also  begin  at




6  (late March - early  April)  and, depending  on the character  of spring,




last from 18 to 52 days.  The mass movement of  the fish  through the  strait,




lasting an average of 22 days, is observed at an average  water  temperature




of 10-15° and ends when the  waters of  the  strait and adjacent  regions of




the sea warm up to 16-16.5°  (most frequently  in late April  and  the first 20




days in May).  During the period of mass movement,  58-99.8% of  the spawning




population, or an average of 84.6%, penetrates  into the  Sea of  Azov.   During




migration in the Black  Sea and the zone of the  Kerch Straits,  the  anchovy's




feeding rate is extremely low.




    After passing the Kerch  Straits, the  anchovy becomes  distributed over




the water area of the Sea of Azov.  The anchovy's  distribution  is  determined




by the warming patter of the water and location of the isotherms:   the fish




avoids regions where  the water is colder  than 10-14°.   In the  second half




of May, the anchovy is  ually found over the entire water  area  of the sea;




it also penetrates into Taganrog Bay,  where its distribution  is determined




by the mineralization of the water to  a greater extent than in the other




regions of the sea:   the anchovy avoids freshened  regions (where the




salinity is below 7-8   /oo).






                                     B-39

-------
    The process of prespawning pasturing occurs  simultaneously  with  the


distribution over the water area.  The  anchovy feeds  actively,  consuming


phytoplankton and plankobenthos organisms  (Table 29).
           TABLE 29.  COMPOSITION OF THE FOOD OF THE AZOV ANCHOVY
                       (% by weight of  food particle)
Organisms
Zoop lank ton
Phy toplankton
Benthos
April-May
35,7
19,5
44,8
June
39,8
31,0
29,2
July
60,9
31,3
7,8
August
46,3
18,9
34,8
September
33,6
48,3
18,1
    Since the anchovy feeds by  filtering out  food  items  present  in  the


water, the organisms prevailing in  its  ratin  are of  species whose density


in the pelagic zone is highest  at that  time.  The  food  factor  of the  anchovy

                                                   9
amounts to 8-11 weight units of feed per unit gain.


    Reproduction of the anchovy begins  when the water warms up to 16-18°


(usually in the second half of  May).  An intensive spawning of the  anchovy


can take place over a wide temperature  range, form 18 to 24°.  According  to


observational data, the most intensive  spawning takes place in late May  -


June.  In July, the amount of eggs  in the plankton drops abruptly,  and  in


August it is found only rarely.


    Since all the anchovies mature  at the age of one year, and their  life-


time  is short, the structure of the  spawing population  is determined  by  the


productivity of two successive  generations, one of which matures in the


current year.  According  to long-term data, the age  structure  of the


spawning population is as  follows:   one-year  olds  -  60.1%, two-year olds  -


37.1%, three-year olds -  2.8%,  four-year olds and  older - 0.01%. The age


composition of the spawning population  undergoes substantial changes  every


                                     B-40

-------
year.  Thus the relative population of  one-year  olds  changed  from  25.9  to

89.1% in the course of the last decade.  The  size-weight  parameters  of  the

population are also subject  to a  similar variability  (Table 30).
         TABLE 30.  SIZE AND WEIGHT OF  SPAWNING ANCHOVY  POPULATION
                       (Based  on June estimated data)
Average lenght at age, mm
Year
1967
1968
1969
1970
1971
1972
AVERAGE
1+
80.0
91.5
82.4
82.6
88.7
86.0
86.2
2 +
98.5
98.1
97.8
98.2
97.0
101.1
98.5
3+
109.7
103.9
106.7
111.0
120.9
116.6
110.0
4+
125.0
113.9
117.3
123.8
128.5
-
123.3
Weight at age, g
1+
5.3
6.7
5.1
5.3
6.3
5.4
5.8
2+
8.2
8.1
8.3
8.3
8.0
8.9
8.3
3+
10.6
9.3
9.3
13.3,
11.9
13.6
11.3
4+
16.4
11.6
13.3
13.3
20.0
-
15.7
    Anchovy fry, feeding mainly  on young  copepods  have  a  high  growth  rate:

their length increases by approximately 1 mm  in  24 h.   By autumn,  the young

anchovies may already have grown to 65-75 mm.  By  that  time,  the  feeding  of

the young is practically the same as  that of  sexually mature  fish.

    After completing its reproduction, the  anchovy begins to  feed  inten-

sively, and usually manages  to accumulate considerable  energy  reserves in a

short period of  time.

    Pasturing of the stock is determined  by the  status  of the  feed base and

the length of time elapsed from  the completion of  spawning to  the  autumn

cooling of waters of the Sea of  Azov, when  the migration  of the  anchovy to

the 1st and 2nd  regions of the sea and the  exodus  to  the  Black Sea through

the Kerch Straits begin.  The migration dates are  determined  not  only by

the temperature  regime of the waters, but also by  the  fatness  of  the  stock.


                                      B-41

-------
However, the influence of this factor has been  inadequately  studied  and  is

slight in comparison with the importance of cooling of the water,  and  there-

fore in the modeling, the process of autumn migration may be  assumed to  be

dependent solely on temperature.  The water temperature varies  from  9  to 15°

during the period of the mass migration, which  ends most frequently  at 7-

10°.  It can be stated fairly definitely that as the temperature  in  the

area of the sea before the straits drops to 15°, the process  of accumulation

of the anchovy in this region and its further migration through the  strait

begin.

    The dates of egress of the young and sexually mature anchovy  from  the

Sea of Azov differ.  Observational data for the autumn migration  of  the

anchovy are summarized in Table 31.
    TABLE 31.  DATES OF AUTUMN MIGRATION OF THE AZOV ANCHOVY  THROUGH  THE
                               KERCH  STRAITS
Young
Sexually mature fish

Duration
Days
Dates Start
Earliest 19 Jul
Latest 28 Sep
Average 12 Aug
Mass
migration
16 Aug -
16 Sep
13 Oct -
20 Nov
16 Sep -
19 Oct
Mass
Start migration end Total
20 Sep 3 Oct - 1 Nov 28
19 Oct
6 Nov 15 Nov - 9 Dec 62
3 Dec
10 Oct 19 Oct - 19 Nov 42
6 Nov
migra-
tion
3
35
19
    Fishing for  the anchovy  is  done  during  the  autumn  migration and  to a

lesser extent at hibernation sites in  the Black Sea.

    Table 32 gives an  idea of the  average level of fishing and its fluctua-

tions in different periods.

                                     B-42

-------
    TABLE 32.  REMOVAL OF ANCHOVY BY FISHING  ACCORDING  TO  PERIODS  OF FISHING
                         DEVELOPMENT IN THE AZOV BASIN
                                                      Period
                                                     1946-1955
                                                     1955-1973
         Index
   1930-1940
 From  To  Av.   From  To  Av.   From  To  Av.
Biomass, thousand tons
Reserve, thousand tons
Production
Catch
                Total of
                portion of
                stock,.-caught
Thousand tons
% of biomass
% of total
 production
                  116  288 184,2   47   330  208,0    32   562  178,5
                   32  324 122,4   26   400  168,0    16   545  143,4
  63  242 158,4   22  290 138,4   30  292 123,0

 3,4  169  86,3   15  233  84,8    8  262  71,3

14,6 83,1  48,8  3,5 80,5  45,3  5,9 141,7 62,1
11,1 35,5  26,5  7,5 63,8  21,8 15,5  68,5 31,2
                                    12    66
            31
16
77   33
13   75   46
                                     B-43

-------
    The structure of the catch of the Azov anchovy is determined by the




character of its autumn migration.  Each year at the start of  fishing




(October), the young and adult anchovies migrate simultaneously, causing




substantial catches of young.  At the present time, the fraction of young




in the catches (in numbers of fish) amounts to an average of 24%.




    Average death rate indices of the anchovy for the same "average" genera-




tion, including removal by fishing, shows that the highest natural death




rate of the anchovy (about 50% of the numbers of the generation) is ob-




served during the 3rd and 4th years of life, and the largest removal by




fishing is observed during the lst-2nd year of life (Table 33).




    To estimate the natural death rate during the winter-spring period, use




was made of material on the difference in the data of an absolute estimate




of anchovy of the same generation in August and June of consecutive years




without removal by fishing, expressed in % (Table 34).







SARDELLE




    Sardelle - Clupeonella delicatula delicatula (Nordmann) -  the most




numerous species in the Sea of Azov, is a short-cycle fish.  As a rule, its




lifetime does not exceed 3-4 years, and only isolated individuals attain




the age of 5-6 years.  Fluctuations in generation productivity are well-




defined, and strong generations  surpass weak ones  in numbers by a factor of




over 10.




    The quantities and biomass of the safdelle in  the Sea of Azov have been




determined from 1931 to the present time.  During  this period, numerous




changes in sea regime occurred which were reflected in the status of the




sardelle population (Table 35).
                                    B-44

-------
                            TABLE 33.  CHANGE (%) IN THE RESTOCKING OF ANCHOVY DURING ITS LIFE  CYCLE
                                                  (Based on data for 1932-72)
                              Popu-    Remain-  Popu-    Remain-  Popu-
                              lation   der of   lation   der of   lation
                              of 1st
                              year
         1st-
         year
of 2nd
year
2nd-
year
of 3rd
year
          Index
fish on  fishing  fish on  fishing  fish on
1 Sept   season   1 Sept   season   1 Sept
Remain-
der of
3rd-
year
fishing
season
Popu-
lation
of 4th
year
fish on
1 Sept
Remain-
der of
4th-
year
fishing
season
Popu-
lation
of 5th
year
fish on
1 Sept
                                                                    Remarks
  Population of generation    100.0     87.9     70.8     54.2

  Removal                               12.1     29.2     45.8

  Including:

    Fishing industry                    12.1              16.6
    Natural loss                                 17.1
w
I  Number of observation
w   years

  Population of generation

  Removal

  Including:
    Fishing industry
    Natural loss
                                      27.6

                                      72.4
                              27.4
                              72.6
                                                 0.2
                                      26.6
                               2.0      2.0      0

                              98.0     98.0     100.0    For  entire  ob-
                                                        servation
                                                        series
                                       25.4               2.0
36
100.0

36
87.9
12.1
35
69.0
31.0
35
40.6
59.4
34
24.1
75.9
31
23.1
76.9
31
1.7
98.3
22
1.6
98.4
22
0
100.0
          12.1               29.4
                   18.9
                               1.0
                    16.5
  Number of observation
    years                      36       36       22       22
                                                14
                              22.4
                                       14
                                        0,1
                                       14
                                        1.6
                                       12
                                   Series ne-
                                   glecting years
                                   with entries
                                   of Black Sea
                                   anchovy and in
                                   wliich the gen-
                                   erations are
                                   not adequately
                                   considered.

-------
      TABLE 34.  NATURAL DEATH RATE OF ANCHOVY FROM SEPTEMBER  TO  JUNE
                        ACCORDING TO AGE GROUPS  (%)
Years
1968-1969
1969-1970
1970-1971
1971-1972
TABLE 35.
Years
1930-1940
1945-1951
1952-1958
1964-1975
0+ - 1+
45,0
18,0
17,3
14,2
SARDELLE STOCK AND
DEVELOPMENT
Stock
thousand tons
465
463
412
454
1+ - 2+
42,5
17,0
23.0
18.3
CATCHES ACCORDING TO PERIODS
OF AZOV FISHING
Catch
Thousand tons %
59,3
63.2
66.8
62.0
2+ - 3+
66,6
77,5
72.0
OF

of stock
12,8
13.7
18.2
13.7
    In the last two years (1974 and 1975), the sardelle biomass  is  at  the

lowest level for the observation period,  i.e., 200-230 thousand  tons.

    In the sardelle population, three age groups with different  ecological

characteristics are distinguished:  fry  (up  to 4-5 months), young  fish (up

to 2 years) and sexually mature individuals.

    Hibernation of the sardelle - young  and  sexually mature individuals  -

takes place in central regions of the Sea of Azov at depths of  10  m or

more.  Fishing for the sardelle is usually carried out at  that  time.   Fairly

accurate data are available on the size  o'f removal by fishing  for  1931-75.

Hibernation assemblages are usually formed in December, when  the water

temperature is 2-4°.  The better the  fish are prepared for hibernation and

the lower  the wind activity above the sea surface, the earlier  and the

higher the water temperature  at which the sardelle concentrates  in an

                                    B-46

-------
assemblage.  During cold winters, when  the  sea  surface  becomes  covered with




stationary solid ice, the sardelle  is characterized by  a high natural death




rate.




    In late winter and early spring, the hibernation  assemblages begin to




break up, indicating the start of spawning  migration.




    Spawners first begin to approach the spawning grounds  at a  water




temperature of 4-5°.  As the water  warms up, the strength  of the spawning




run increases, reaching a maximum at 10-15°  (second half of April  -




beginning of May).




    The sardelle spawns in freshened regions of the sea (with a salinity up




to 7-9%).  However, its main spawning ground, where practically the entire




population is reproduced, is Taganrog Bay.




    Reproduction of the sardelle takes  place over a fairly wide temperature




range, from 6-8 to 25°.  It is most intense in  late April-May at a water




temperature of 14-19°.  The reproduction period of the  sardelle lasts mainly




from April to July.




    The fertility of sardelle spawners  varies over wide limits.  In 1963-69,




it ranged from 3.9 to 28.2 thousand eggs in fish of different size,  and




in 1973-75, from 2.3 to 19.9 thousand.  All of  the eggs are usually cast




forth in three batches.




    In most cases, the development  of sardelle  larvae (less than 10 mm long)




takes place in slightly saline water (1-7%).  Large larvae are  more euryha-




line and live at a salinity up to 10-12%.




    Data on the distribution of  the Azov sardelle for the  past  decade and a




half show that in spring, up to  80% of  the  population lives in  water areas




with a salinity up to 7-9%, in August - 9-14%,  and in October - 10-13%.





                                     B-47

-------
    The majority of the young fish remain within  the confines of  freshened

zones of Taganrog Bay during the summer period.

    The fastest growth rate characterizes the  sardelle during its first

year of life, when its size reaches 45-55 mm in the course of the vegetation

period.  The weight growth of the sardelle is  appreciable during  the first

two years of life, particularly at the age of  2 years (Table 36).  At the

age of 4 years, the sardelle reaches a size of 80-90 mm and a weight of 6-7

g-
     TABLE 36.  QUANTITATIVE CHARACTERISTICS OF THE SARDELLE ACCORDING
                          TO AGE GROUPS IN AUGUST
Body length,
Years
1967
1968
1969
1970
1971
1972
1973
1974
1975
AVERAGE
0+
48
48
36
46
45
47
43
40
48
45
1+
71
66
58
63
66
62
61
59
61
63
2+
73
71
66
68
72
72
70
68
68
70
rnm
3+
74
77
75
73
75
77
77
78
77
76
Body weight,
0+
1.4
1.2
0.7
1.1
1.0
1.0
0.9
0.7
1.3
1.0
1+
4.2
3.4
2.3
3.3
3.9
3.2
2.9
2.6
2.9
3.2
2+
4.8
4.1
3.1
4.0
5.0
4.1
4.5
3.6
4.2
4.2
g
3+
5.0
4.9
4.2
4.6
5.5
4.7
5.7
5.7
5.3
5.0
Fat content, up to
60 mm
19.6
23.3
19.6
8.5
9.5
17.9
13.7
13.5
11.6
15.2
80-70
27.3
23.8
16.9
23.8
20.8
22.2
25.4
22.4
22.8
22.8
71 mm
25.5
20.6
15.9
24.1
23.9
18.5
27.4
18.6
23.4
22.0
    The reproduction efficiency of the sardelle  is determined by the popula-

tion of the spawning school (see Table 37).
 TABLE 37.  CHARACTERISTICS OF THE REPRODUCTION EFFICIENCY OF THE  SARDELLE
          AS A FUNCTION OF THE BIOMASS OF THE SPAWNING POPULATION

                        Biomass of spawners        Number of  first-year
Generation                (thous. tons) B         fish (units) per  spawner
High-yield
Medium-yield
Low-yield
330
250 < B < 330
B < 250
0.8
1.3
2.7
                                    B-48

-------
    The preferred food during the summer-autumn periods  includes water  fleas
and crustaceans, mysids and other zooplankton  organisms.
    The sardelie's ration is determined by  the age  of  the  individuals and
the temperature regime of the body of water.   The sardelle population is
the chief consumer of the Azov zooplankton.  The main  food competitors  of
the sardelle are the Azov anchovy, the goby, friar, three-spined stickle-
back, as well as the young of other fish  species (Table  38).
    The sardelle's pasturing rate decreases with the autumn cooling  of  the
seawater, and the fish assembles  in small  schools and  moves to  open  regions
of the sea.  In late November-December, it  concentrates  in hibernation
areas, where its hibernation assemblages  are formed and  are subjected to
fishing.
    All age groups of the sardelle are found in the catches,  an appreciable
part of which consists of young  fish.

PIKE-PERCH
    The pike-perch - Lucioperca  lucioperca  (Linn.)  - is  the most abundant
predator of the Sea of Azov.  The maximum biomass and  size of its  population
was 260 thousand tons and 535 million, respectively (1933-34).  At the  pre-
sent time, the population of the Azov pike-perch is in a depressed state
(the biomass slightly exceeds 10.0 thousand tons, and  the  population, 9
million) due to a deterioration  of reproduction and habitation  conditions
as a result of the anthropogenic  activity in the basin.
    The pike-perch stock level is determined by the yield  of  the generations
and conditions of their habitation in the sea.
    The maximum catches, observed in 1936 and  1937, reached 73.6 and 72.0
thousand tons, for a mean annual  value of 31.9 thousand  tons  for the period
                                     B-49

-------
I
Ln
O
                        TABLE 38.   COMPOSITION OF SARDELLE'S FOOD IN THE SEA OF AZOV

                                    (Percent by weight of food particle)
Components
Copepoda
of Cirripedia
Ostracoda
Cladocera
Mysidacea
of Crabs ^nd Shrimp
Rotifers
of Mo Husks
Phy top lank ton
Month
Jan-Feb March Apr-May June
75,2 58,9 62,6 17.6-45
0,1 0,1 - 10.5-68
- - - 29,8
1,9
18.9 17.6 15.4 19.2
0,1
1.8 23.2 21.0 2.4
0,5 10.0-12.3
4.0 0.1 - 1.0

July
13.3-58
6.0-11.4
1.3
-
62.5-48
6,6
5.1
6.0-16.0
0.1

Aug Nov
50.4 47.9
2.2
0,8
-
6.9 21.9
0,4
6.0
33.3 0,6
0.1-0.7 -

Dec
83.3
-
-
-
16.7
-
- ,
-
-

-------
of the natural runoff regime of the Don River (up  to  1952).   In  the  last  two

decades, its largest catches did not exceed  15.0 thousand  tons,  and  in  the

last few years (1973-76), 5 thousand tons.

    The pike-perch is a semi-migratory fish  which  spends  the  major part of

its life (except for brief reproduction periods and the period of fry

development) in the subsaline regions of  the Sea of Azov.  The area  of  its

inhabitation is bounded by the 11.5  /oo  isohaline, and the young and

first-year  fish usually prefer regions with  a water salinity  up  to 10.5

 /oo.  '   Two stocks of pike-perch are distinguished  in the Azov basin  -
                      /
the Don and the Kuban* stocks.  Earlier,  when the  freshening  of  the  sea was

sufficient, the Don pike-perch inhabited  mainly Taganrog  Bay, and the Kuban1

pike-perch  favored the eastern part of the sea proper.  In the last  few

years, as the salinity of the basin has sharply increased, a  definite ten-

dency has been observed on the part of the pike-perch, including the Kuban1

stock, to dwell primarily in Taganrog Bay, from which it  migrates to the

spawning areas.

    The pike-perch inhabiting the  sea grows  faster than the one  in Taganrog

Bay, owing  to the long period of active feeding and the composition  of  the

food organisms.  Differences in the size  and weight characteristics, parti-

cularly in  average weight, between the pike-perch  inhabiting  the bay and

the sea are detected as early as the age  of  two years, but most  clearly

manifested  in fish 3-5 years old (Table 39).
                                     B-51

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        TABLE 39.  LENGTH AND WEIGHT OF PIKE-PERCH OF DIFFERENT AGES
                     ACCORDING TO REGIONS OF HABITATION
Taganrog Bay
Weight, kg
Age
1
2
3
4
5
6
7
8
9
10
12
Length, cm
18
35
40
47
54
• 60
62
64
65
66
69
1945-1958
0,08
0,5
0,8 •
1,2
1,8 ;
2,6
3,2
4,0
4,1 •
4,5
5,2
1958-1973
0,07
0,40
0,75
1,17
1,67
2,26
2,73
3,14
4,35
4,85

Length, cm
18
36
43
50
57
61
63
64
65
65
66
Sea Proper

Weight, kg
1945-1958
0,08
0,6
1,1
1,8
2,6
3,3
3,8
3,9
4,4
4,8
5,2
1958-1973
0,07
0,46
0,95
1,54
2,25
3,06
3,80
4,11
5,17
5,13
5,42
    The growth of the pike-perch young takes place fairly uniformly with the

seasons, and sexually mature individuals gain weight most rapidly during the

autumn-winter period, when about 75% of the annual gain occurs.  The largest

gains among the first-year and young fish and the sexually mature pike-perch

are observed at 23-18°, 18-12° and 5-18°, respectively.

    The lifetime of the pike-perch reaches 16 years, but because of elimina-

tion due to natural causes and heavy fishing, fish more than 10 years old

are seldom found in the population.  Fish up to five years old predominate

in the population in number and biomass (Tables 40, 41 and 42).
      TABLE 40.  PROPORTION OF PIKE-PERCH OF DIFFERENT AGE GROUPS (%)
                     ACCORDING TO REGIONS OF HABITATION
Age Group
Region
Sea Proper
Taganrog Bay
0+
22 ;
78
1+
11
89
2+
28
72
3+
53
47
4+
72
28
5+
82
18
6+
61
39
7 +
100
0
8+ and
100
0
older


                                     B-52

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          TABLE 41.  AGE COMPOSITION OF PIKE-PERCH CATCHES IN  1975

Age Group    2+   3+   4+   5+   6+   7+   8+   9+   10+  11+   12+ and older

Size of
genera-    13,4  30,6 17,6 9,3  2,9 15,7  5,0  2,0   0,5  1,4        1,6
tions, T%	
      TABLE 42.  MEAN BIOMASS OF PIKE-PERCH AGE GROUPS  (thousand  tons)

Age Group    0+   1+   2+   3+   4+   5+   6+   7+   8+   9+    10+ and older

1926-1951   7,7 36,1 32,5 31,7 15,5  5,8  3,0  1,4  0,7  0,3        0,3
1952-1973   2,9 11,9 11,2  8,2  4,9  2,2  0,9  0,4  0,3  0,1        0,3
    The pike-perch reaches its sexual maturity  in 3 to 5 years.  After

maturing, the pike-perch participates in spawning every year.  The matura-

tion rate of the individual generations varies  with the conditions of habi-

tation and growth, and the population of mature  fish may vary  from 12 to 54%

in the three-year age group and  from 48 to 93%  of the population of  the

generations in the four-year age group (Table 43).


       TABLE 43.  MATURATION RATES OF THE AZOV  PIKE-PERCH  IN 1958-75
                        (After T.M. Avedikova,  1975)

Age           1+     2+     3+     4+     5+     6+     1+     8+     9+

Population    1      34     70     90     97     99    100     100     100


    The mature pike-perch engages  in spawning migrations and enters  rivers

of the northern Azov coastal region, the Don, the Kuban",  and  limans  on the

eastern shore of the Sea of Azov, where it reproduces.  The chief reproduc-

tion sites of the Azov pike-perch  are the Don River and Chelbas, Beysug and

Kuban1 limans.

    The run of the Don pike-perch begins in autumn, usually at the end of

September.  A small part of the  population enters the lower course of the


                                     B-53

-------
river, where  it passes the winter.  However,  the  majority  hibernate  in

Taganrog Bay  and in the eastern  regions  of  the  sea.  After the  Don  ice

breaks up, or even during  the  spring  ice drift, the  main run  of the  pike-

perch begins, and it reaches its maximum intensity  in April.

    In the Kuban', the spawning  run begins  in late  winter  and early  spring.

The dates of  the mass run  depend on the  time  when spring begins.

    Spawning  of the pike-perch takes  place  at a water temperature of 8.5-

24°, which determines its  period and  duration.  The  spawning  of the  Don

pike-perch usually starts  when the water has  warmed  to  12°, and that of  the

Kuban' pike-perch, 9-11°.

    Mass spawning of the Don pike-perch  takes place  in  the second half of

April and early May at a water temperature  of 12-15°, and  that  of the Kuban'

pike-perch, in mid-April and early May at 12-19°.

    The pike-perch is characterized by a fertility  ranging from 82  to 2500

thousand eggs.  Usually, an average-size female contains several hundred

thousand eggs.  The individual fertility of the pike-perch is highly vari-

able with the age, size and weight of the individuals and  is  determined  by

the habitation conditions  of the fish in each specific  year (Table 44).
     TABLE 44.  AVERAGE FERTILITY OF THE PIKE-PERCH  (thousand  of  eggs)
                    (After A. Ye. Landyshevskaya,  1973)
Years
1966-1969
1973

30
114
103

35
163
136

40
229
181
Size of
45
315
309
Females, cm
50
430
392
55
584
377
60 65
661 660
617
70


    The survival rate of  the pike-perch  during  the  embryonic-larval  period

of development  is considerably affected  by  the  water  temperature  and

                                    B-54

-------
salinity level of the spawning grounds.  The  eggs  develop  normally  at  a




water temperature of 9.3° to 27.2°.  The lower  lethal  temperature for  pike-




perch larvae is 6.0-6.5°.  A sharp drop in water  temperature  from 17  to 7°




causes the larvae to die.  The upper lethal  temperature  for pike-perch




larvae is 30-32°.




    A water salintiy up  to 3  /oo  is favorable  to  the  spawning  of the




pike-perch and normal development  of the eggs.  The  survival  rate of  the




eggs during the development in water with a  salinity of  3.4-4.5  /oo  is




only 1.2%.




    The seaward run from the egg-laying areas on  the Don and  from the  limans




of the Kuban1 takes place when the individuals  are  19  to 50 mm  long in late




May-June, and in smaller numbers  in July.  During  the  first period  of  habit-




ation in the sea, the pike-perch  takes up residence  in the coastal  zone,




and in July-Septeber migrates to  the open regions.           :




    The character of feeding of the pike-perch  in  ontogeny changes  from




planktonic in the early  stages of  larval development to  predatory in  the




following period of life.  The young fish feed  on  tiny plankton organisms,




chiefly Copepoda and Cladocera, then Mysidae.   The  plankton period  of




feeding ends when the pike-perch  reaches a length  of about 33 mm.   From the




age of one month, the pike-perch  leads a predatory  mode  of life.  As  the




growth continues, the fraction of  fish food  continuously increases.  Thus,




for young fish 41-58 mm  long, fish food'is already  as  high as 97.5%




    The chief nourishment of the  adult pike-perch  is the goby (56.5-59.5).*
*The first figure  refers  to Taganrog  Bay,  and  the  second,  to the sea proper.
                                    B-55

-------
    The species composition of  the pike-perch's  feed  items varies  consider-




ably with the season and the location - in  the sea proper or  in  Taganrog




Bay.




    Thus, in the latter spring, the pike-perch feeds  primarily on  the




sardelle (81%), and in summer and autumn, on gobies (65.7% in summer  and




94.1% in autumn).  In the sea in spring,  it eats mainly  the sardelle




(53.4%) and gobies (43.1%), and in the autumn, primarily gobies  (74.7%  of




the weight of a food particle).




    There are seasonal differences not only in the species composition  of




the food consumed by the pike-perch, but  also in the  rate of  feeding.   In




the sea, the highest rate is observed in  spring  and autumn (respectively




61.8% and 46.9% of feeding individuals, and in summer, 25.2%).




    The annual ration of the pike-perch is  estimated  at  7 body weights,  and




the daily ration, 2-9% of the individual's  weight.




    The distribution of the pike-perch over a range is affected  by both the




advent of a given stage of the  biological cycle  and abiotic factors.  The




maturing pike-perch executes spawning migrations,  and the young  fish




arriving from the spawning grounds adopt  a  range whose size  is  limited  by




the salinization level of the seawater.   On the  range, important factors




determining the distribution of the pike-perch are the density  and accessi-




bility of food organisms and the oxygen regime.  The  pike-perch  is not  found




in  regions of the basin where the content of oxygen dissolved in water  is




less than 5-6 mg/1, and dies if the oxygen  concentration drops  to 2 mg/1.




    Pike-perch fishing is done  during the autumn-winter  and  spring seasons




in  Taganrog Bay and the Don.
                                     B-56

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STURGEONS


    Sturgeons are the most valuable food fish of  the Sea of Azov and are


represented by three species:  beluga, huso huso  (Linn.), sturgeon,


Acipenser guldenstadtii (Brandt), and starred sturgeon, Acipenser  stellatus


(Pallas), which are fairly similar in ecological  characteristics.


    Although sturgeons range throughout the Sea of Azov, their distribution


in it is uneven.  The young, whose areas are bounded by  isohalines,  stay


mainly in Taganrog Bay and along the northern seashore, and also in  the


freshened coastal region of the Kuban' River.  Adult individuals inhabit
                     ,'

the entire sea.  Most of the stock hibernates in  the western part  of the


sea (3rd and 4th regions).


    All three species of sturgeons are typically  migratory, traveling  to


spawn in the middle and upper reaches of the Don  and Kuban1 Rivers.  Before


the runoff of the rivers was regulated, the size  of  the  stock and  large


catches of sturgeons were maintained exclusively  through natural reproduc-


tion.  At the present time, because of the construction  of dams, which have


almost completely barred access  to the reproduction  areas of sturgeons, the


spawning grounds of the Don and Kuban1 have become largely inaccessible.


    Because of the complete disruption of the conditions for natural repro-


duction of sturgeons, a system of fish breeding plants has been -created in


the Azov basin to ensure their reproduction.


    Artificial breeding of sturgeons is'being conducted  at seven fish


breeding plants, including three plants on the Don (Rogozhkino, Aksay-Don


and "Vzmor'ye") and four plants  in the Kuban1 River  basin (Temryuk,


Achuyevo, Grivenskaya and Krasnodar).  As shown by observational data, the


efficiency of sturgeon breeding  is high, and the  size  of the sturgeon  stock



                                    B-57

-------
in the Sea of Azov increases in proportion  to  the  plants'  production of

young fish (Tables 45 and 46).
     TABLE 45.  VARIATION IN THE POPULATION OF AZOV  STURGEONS WITH THE
                        DEVELOPMENT OF FISH BREEDING
                      Quantity of young  fish
                     produced (yearly average)
                                            Increase  in  sturgeon
                                            population in  the  sea
Years
1964-65
1967-69
1970-72
1973-75
Millions
7.3
13.4
15.3
27.0
%
100
184
210
370
Thousands
185
354
466
736
%
100
191
252
400
1967
1968
1969
1970
1971
1972
1973
1974
      TABLE 46.  PRODUCTION OF YOUNG  STURGEONS BY  FISH  BREEDING  PLANTS
                           OF THE DON AND KUBAN'
Year
Quantity (millions
Starred
Beluga Sturgeon sturgeon Total
Weighed portion (g)
Starred
Beluga Sturgeon sturgeon
Don plants
  38
  74
  0
0.04
1.71
0.45
1.21
0.55
  44
  48
  0
  35
  62
  44
  49
2.74
2.80
2.81
3.37
1.62
6.36
4.32
6.81
  09
  07
7.
7,
7.
7.
77
95
96
78
5.56
3.51
9.62
4.46
3.55
1.97
3.7
3.
3.5
3.9
3.0
2.8
2.81
 .57
 .39
                           2.6
1.
2.
54
25
28
2.6
2.6
1.0
          1.6
          1.7
          1.7

1970
1971
1972
1973
1974

2.17
1.86
1.39
3.93
6.85
Kuban
4.3
5.97
4.22
8.59
11.67
' plants
6.47
7.83
6.61
12.52
18.52

3.9
3.7
3.4
3.7
3.1

2.1
2.2
2.21
2.8
2.38
    Table 46 presents data on the production  of  spawners  and  young fish by

Don and Kuban' fish plants, used  in  the modeling.

    The populations of all species of  sturgeons  have  a  similar structure.

The presence of this structure, which  is more complex than  that of the fish
                                    B-58

-------
populations discussed above, is due  to  a  long  lifetime,  late maturation

(Table 47), and the fact that sturgeons do not reproduce  annually;  the

intervals between spawnings last 4-5 years.  Therefore,  the  sexually mature

part of the stock is divided into the spawning population  and a  reserve,

i.e., individuals not particpating in spawning in  a given  year.  Although

the effect of natural reproduction is very slight  and  there  is no point  in

considering it in the model, it is necessary to distinguish  the  spawning

population in order to describe ecological characteristics such  as  the

spawning migration.

    The data of Table 47 reflect the structure of  the  stock  (in  % by weight

and population) for each species of  sturgeons.


               TABLE 47.  STRUCTURE  OF  THE STOCK OF STURGEONS
Time of advent of
sexual maturity
(average number
Species of ^ears) Young fish
Beluga 12
Sturgeon 9
Don Starred Sturgeon 8
Kuban" Starred Sturgeon 7
30*
60
28
62
27
60
28
58
Spawning
populations
17
9
31
12
30
13
33
19
Reserve
53
31
41
26
43
27
39
23
*Note:  Numerator - in % by weight of  total  stock:
        Denominator - according  to the number of  individuals.

    Table 48 summarizes data on  average weights of  individuals  in  different

age groups of sturgeons, used in the modeling.
                                     B-59

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         TABLE 48.  AVERAGE WEIGHTS OF AGE GROUPS OF STURGEONS (kg)
Species
Beluga
Sturgeon
Don starred
Average weight
of young in
Taganrog Bay
2,2
3,4
sturgeon 2
Average weight of
young in the sea
2,7
3,5
4
Average weight of
adult individuals
95
16
8,5
Kuban1 starred
sturgeon
2
2,05
7,5
    Sturgeons are characterized by a mixed feeding type (predators and ben-

thophages).  Table 49 contains data on the sizes of rations and feeding

efficiency of sturgeons.
         TABLE 49.  COMPOSITION OF STURGEON FOOD (in % by weight of
                       food particle), YEARLY AVERAGE         '.





Species

Beluga


Sturgeon


Starred
sturgeon






fry
young
adult
fry
young
adult
fry
young
adult
Type of
Fish

Round goby, Benthophilus,
monkey goby, knipowitchia
goby
3.1
97.6
98.52
1.1
57.65
61.72
-
43.57 '
34.18
Food
Zoobenthos
(mysids, shrimps, crabs,
kerophiids, Cumacea, mol-
lusks, chironomids, poly-
chaetous worms)
96.9
2.4
1.48
98.9
42.35
38.28
100
56.43
65.82
    Sturgeons poorly tolerate high temperatures, and kills are observed at

25".  Sturgeon fishing is carried on in three  fishing regions:  (1) Azov-

Don, (2) Azov-Kuban1 and (3) Azov-Ukraine.


                                     B-60

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    It is well known that adult  individuals and young  fish are  found  in  the




catches.  Data on the percentage of young in the catches are given in Table




50.






      TABLE 50.  PERCENTAGE OF YOUNG IN CATCHES (average for 1970-72)




Region	Starred sturgeon	Sturgeon	Beluga




Kuban'                      28.2                   68.5            40.3




Don                         27                     30              33






    We will now turn to a brief presentation of data on spawning migrations




and pasturing of the young of individual species.




    To reproduce, the beluga enters mainly the Don River, and only a  small




portion of the run enters the Kuban1 River.  The beluga run to  spawn




earlier than other sturgeons, and the first sexually mature individuals




appear in the Don as early as January, when the water  temperature is  0.1-




1.0°.  The spawning run is stretched out, and several  waves are observed.




The heaviest run is noted in March-April at a water temperature of 6-10°.




During the entire period of spring migration, 29% of the spawning beluga




population runs to spawn, while  the majority (71%) of  spawning  individuals




run to spawn during the summer-autumn run, which begins in June and reaches




its peak in September. : This beluga will spawn in the  spring of the




following year after hibernating in the Don.  The production of fry from




fish breeding plants in the Don  and Kuban" Rivers is carried out during  the




months of June-August. . As a rule, the seaward run of  the young ends  at  the




end of August.  The young belugas pasture in Taganrog  Bay for one year,  then




migrate to the sea.
                                     B-61

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    Like the beluga, the sturgeon travels to  the Don to reproduce, and only
isolated individuals wander into the Kuban'.  The  start of the  sturgeon's
spawning run is observed in March at a water  temperature of  1-3°, and  the
sturgeon enters the Don en masse in April, at a water  temperature of 9-15°.
In spring, 82-90% of the sturgeon's spawning  stock goes to spawn, and  the
remainder goes during the autumn run from the beginning of September, with a
maximum during the end of September and the  first  10 days of October.
    After spawning, the spawning population runs into  the sea.  The young
sturgeons stay in Taganrog Bay for up to 4-5 years.
    The spawning migration of the starred sturgeon takes place  later than
those of the other sturgeons.  The Don portion of  the  run enters  the Don at
a temperature of 5-9°, and the maximum of the run  occurs at  12-16° (which
corresponds to the end of April-May).
    The Kuban' sturgeon goes to spawn in may  at a  temperature of  8-12°, and
its maximum run is observed in June at 18-25°.  The seaward  run of starred
sturgeon young in the Don and Kuban1 begins  at the end of May and is
heaviest in June-July.  It ends in the Kuban" in August, and  isolated  speci-
mens of the young remain in the mouth of  the  Don until November.  In
Taganrog Bay, the young pasture for 4-5 years.

BREAM                 ':
    The bream, Abramis brama (Linn.) is a freshwater fish and  is  also  a
valuable and abundant benthophage among semi-migratory fishes.  During  the
maximum development of Azov fishing, among valuable  fishes,  its catches
were second only to those of the pike-perch  and  reached 46.4 thousand  tons
(1936), the average catches for the period of the  natural regime  of  the Don
River being at the 20-thousand  ton level.  After  the runoff  of  the rivers
                                    B-62

-------
became regulated, owing to the deterioration  of  the  reproduction  conditions,



the size of its populations decreased sharply, so  that  the  catches were  re-



duced almost 6-fold.  In the last 20 years, they have been  practically at



the same level, 2.5-3.0 thousand  tons.




    Fluctuations in the catches of  the bream,  like those  of the pike-perch,




are determined by the yield of its  generations and its  habitation conditions



in the sea.




    The size of bream generations is determined  by the  water  supply  of the




spawning grounds (mainly floodplains) and  the  spring temerature regime.  '



After the Don River became regulated, the  floodplains were  flooded very  sel-




dom (3 times in the last 25 years), and  this  led to  a sharp decline  of their




quality.  All this, coupled with  the salinization  of the  sea,  has caused a


                                                                  14
low level of bream reserves and catches  during the present  period.




    Among semi-migratory Azov  fishes, the  bream  is the  least  resistent to



water salinity.  Its young prefer regions  with a salinity up  to 7-8   /oo,




and sexually mature individuals,  up to 10.5   /oo.   During sea  freshening


                                                             2
periods, the range of the bream amounted to 10.1 thousand km , or 30% of



the water area of the basin, and  in some years (1930-35), up  to 70%.  During



the last decade, the bream has not  been  found  beyond the  confines of



Taganrog Bay, and with increasing salinization,  its  range contracts  toward



the central and eastern parts  of  the bay.  During  the present  period, the



bream inhabits the eastern part of  Taganrog Bay, covering only 3-5%  of the



water area of the sea.



    The salinization of the basin and the  associated decrease  in  range  lead



to a reduction of the reserve  and growth rate, decline  in the  quality of the



spawning population, and other negative  biological aftereffects.





                                    B-63

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    For the indicated reasons, the depression of bream  reserves  in  the  last

20 years has become permanent (Table 51), and the growth rate of  fish of

the same age has been cut almost in half (Tables 52 and 53).

  TABLE 51.  FREQUENCY (%) OF YEARS WITH DIFFERENT LEVELS OF BREAM RESERVE

            Level of reserve, thousand tons                 Number of
 Period     up to  100  150  200  250  300	observations

1930-1951            5   58    5   27    5                       22
1952-1976    78     24                                           25
  TABLE 52.  AVERAGE WEIGHT OF BREAM (g) IN THE 5th AND 6th YEARS OF LIFE
              IN DIFFERENT PERIODS OF SALINIZATION OF THE SEA
Years of growth
1935-1938
1955-1958
1973
1974
Salinity
°/oo
9,8
12,1
12,6
12j9

Five-year
882
688
650
650
Age Groups
olds Six-year olds
1275
872
740
720
  TABLE 53.  RATE OF WEIGHT GROWTH OF THE BREAM (g) DURING ONE-TIME REGIME
                  OF THE AZOV SEA (Data of T.M. Avedikova)

                   	Age	
  Period	123456789     10

 1934-1952        10    122   371   527   712   927   1146  1402  1953    1620
 1955-1975        12    130   400   526   646   751   831  1009  1123    1261
    In the period of the natural runoff regime of  the  rivers,  the  lifetime

of the bream was as long as 20 years, and 17-year  old  specimens used  to be

found in the catches.  A considerable rejuvenation of  the bream population

has now occurred, and fish older than 10-12 years  are  rarely  found, this

being clear from the example of the  1975 spawning  population  (Table 54).

The maximum size of the bream during the present period does  not exceed 51

cm, and its weight, 3.5 kg.
                                     B-64

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      TABLE 54.  AGE COMPOSITION OF SPAWNING BREAM POPULATION  IN  1975
                       (Data of G.P. D'yakova, 1975)

Age, years       3     4     5     6     7     8     9     10     11     12
Size of gen-
erations, %     0,9  21,4  34,4  19,7  19,5   3,1   0,5   0,1     0,2    0,2

    The distribution of the bream over the area is determined, in addition

to the salinity, by the biological cycle of the fish, and also by the nutri-

tive base.  The sexually mature beam pastures in spring, summer and fall,

and with the advent of autumnal cooling, the stock begins to concentrate in

the eastern part of Taganrog Bay and areas of the Don before the  straits.  A

certain part of the population, and when the latter is  low, sometimes a

significant part, may enter the Don delta in November-December and remain

there to hibernate.

    The spawning migration of  the bream into the Don begins during the first

ten days of February, and the mass run lasts from the second ten-day period

of March to the beginning of May.  Usually, two heavy approaches  are distin-

guished:  at the end of March  and in mid-April.  The bream spawns at a water

temperature of  11-24°, usually from mid-April through the end  of  July, and

massive spawning takes place at a water temperature of  14-18°.  After

spawning, the  spawners migrate to Taganrog Bay, where they pasture.

    The majority of bream individuals reach sexual maturity at the age of 3

years.

    The fertility of the bream, like  that of other  fishes, varies widely

with the size, weight and age  of the  females and ranges  from 42  to 605

thousand eggs, with an average of 154 thousand.  Spawning  takes  place  in

two batches, the second batch  being spawned 10-15 days  after the  first and

amounting to 1/4-1/5 of  the breeding  performance.   In the  last few years,

because of the  limited number  of bream spawning areas,  partial or complete

                                    B-65

-------
resorption of the eggs in the  females has been  frequently observed.  This




has a highly unfavorable effect on the size of  the generation being born,




as well as on the next reproduction and population, since females with




resorbed eggs do not participate in the following year's spawning.




    The development of bream eggs last 10-11 days at a water temperature of




11-16°, 6-7 days at 18°, and 2-3 days at 23°.




    The survival rate of bream eggs depends to  a large extent on the dura-




tion of flooding of the floodplains, and also on the spring temperatures:




marked temperature fluctuations, particularly lows of 6-7°, results in a




mass destruction of the laid eggs.




    After the resorption of the yoke sac, the hatched larvae begin to feed




on zooplankton.  On reaching a length of 2.5-3.0 cm, the bream young




partially switch to feeding on bottom organisms.  The bream becomes a typi-




cal benthophage when its length reaches about 10 cm.




    A mass migration of the young to Taganrog Bay takes place from mid-June




until the end of July. , The average size of the individuals changes from




22-25 cm for an initial weight of 0.24-0.42 g to 70 mm for a weight of 5.2 g




at the end of the mass migration.  The bream young which have migrated to




Taganrog Bay first occupy regions adjacent  to the outer delta of the Don,




as well as coastal regions, spreading over  the  entire water area of the




eastern bay by autumn.




    In Taganrog Bay, the bream feeds on'benthic organisms, consuming bottom




crustaceans (mainly ostracods), worms, and  mollusks.  The young bream (1-2




years old) sometimes consumes  appreciable amounts of planktobenthos  forms,




mainly mysids.
                                     B-66

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    The bream's competitors  in  feeding  include:   during the  freshwater
period of life - the young and  sexually mature  individuals  of fishes of
litte value inhabiting  the river,  and during  the  marine period of life -
gobies, sturgeon young,  roaches,  etc.
    The catching of bream is based  on fishing  in  its  assemblages  in Taganrog
Bay during the autumn and spring  periods,  and  also  in the  spawning popula-
tion in the Don.  Catches in the  Don constitute 60-80% of  the annual take.

ROACH
    The Azov roach, Rutilus rutilus  (Heckeli)  is  one  of the  most  important
food fishes of the Azov basin.  In  size of the  population  and catches, among
semi-migratory fish, the roach  is  only  behind  the pike-perch and  bream, and
in the last few years has been  only  second to  the pike-perch.  The maximum
roach catches occurred  in 1935-36  (23.5 and 18.1  thousand  tons),  the
averages for the period  from the  early  1930's  were  close to  5 thousand tons,
and only in the last few years  (173-76) have  the  takes been  low,  at the
level of 1-2 thousand tons.
    The roach is a gregarious fish,  widely distributed over  the Sea of Azov.
However, its chief concentrations  are observed  in the eastern half of the
sea and Taganrog Bay.   Of greatest  importance  in  its  reproduction is the
Azov-Kuban' region.
    Of all semi-migratory fish, the  roach  is  the  most resistant to water
mineralization.  The upper limit  of  favorable  salinity for  its first-year

young is 11  /oom fir sexually  mature fish, 12  °/oo,  and the highest

fish density is usually  observed  inzones with  a salinity of  9-10   loo.
In this connection, and  also in view of the extensive measures to develop
the Kuban' limans, where most of  the roach spawning takes  place,  the size
                                     B-67

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of its population in the sea was at a high  level  up until  the  early  1970's.

It dropped sharply only in  the  last five years because  of  unsatisfactory

salt conditions in the Kuban1 region of the  Sea of Azov.   In addition,  as

the average salinity of the Sea of Azov increased, a  definite  trend  was ob-

served whereby the area of  the  roach contracted and the main roach concen-

trations shifted from the eastern part of the Sea of  Azov  into Taganrog Bay

(Table 55).  The maximum size of the roach  exceeds 50 cm,  and  its weight  is

3.5 kg.  The maximum age under  present conditions does  not exceed 9  years,

but fish older than 6-7 years are very rare  in the population.   Dominant  in

age group populations are one and two-year  olds,  and  in biomass, three  and

four-year olds (Table 56).  By  the age of two years,  the population  of  the

generations decreases by 30% owing to natural loss, and by the age of three

years, by another 10%.  When fishing is involved  (at  the age of 3-4  years),

the natural death rate amounts  to less than  10%,  and  removal by fishing
                     14
amounts to 23 to 44%.

   TABLE 55.  DISTRIBUTES  OF FOOD ROACH (%) IN RELATION TO THE SALINITY
                          LEVEL OF AZOV SEA WATERS
Year
1965
1966
1967
1968

Salinity
°/oo
11,1
10,9
11,3
11,1

Sea
95,9
90,0
92,5
93,1

Bay
4,1
10,0
7,5
6,9

Year
1970
1971
1972
1973
1974
Salinity
°/oo
11,7
11,8
12,3
12,6
12j8
Sea
77,3
40,5
30,2
45,0
16^4
Bay
22,7
59,5
69,8
55,0
83^6
          TABLE 56.  STRUCTURE OF  THE  POPULATION  OF  THE  AZOV ROACH
                              Age Groups, %
Period
Index
  Average level
          Thousand
Millions    tons
1932-   Population  55,9  22,2   14,0   6,4    1,4    0,1        464
1953    Biomass	7,4  16,0   37,2  30,0    8,4    1,0	-	222
1953-   Population  56,7  23,1   13,2   5,6    1,3    0,1        761
1972    Biomass      9.0  20,0   34,1  27,2    8,3    1,2	-	328

                                    B-68

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    The roach characteristically engages  in  spawning  and  pasturing  migra-

tions, and therefore its distribution over the  range  in  the Azov  basin  de-

pends on the season, population status  and nutritive  base.  During  the

autumn-winter period, particularly in February,  the roach moves  from open

regions of the sea and bay into the coastal  zone,  from which  the  sexually

mature portion of the population begins to migrate  toward the  spawning

grounds.

    The Azov roach becomes sexually mature at  the  age of  two  to  three years,

when about 83% of the females  and 94% of  the males mature.

    The spawning population of the roach  is  represented  by 2-6-year olds,

and 3-4-year old fish usually  predominate (Table 57).  The ratio  of the

sexes in the spawning population is close to 1:1.


          TABLE 57.  AGE COMPOSITION OF SPAWNING ROACH POPULATION

                     	Population of age groups,  %	
  Period	2	3	4	5	6	

 1945-1968           1,9        44,1        39,4       12,6         2,0
 1969-1975           0.9        57,6        35,2         5,4         0,7


    The entry of the roach into limans  takes place  at a  water  temperature  of

3-10° from the end of February to May,  and is massive in  March -  early

April.  Spawning of  the roach  begins when the water warms up  to  8-10° and  is

observed from the end of March to mid-May, and  massive spawning  takes place

at a temperature of  12-14° (April - beginning  of May).  After  spawning, the

roach spawners migrate into the sea.  The fertility of the females  varies

from 2 to 200 thousand eggs (average, 50  thousand  eggs).  In  some of the

fish, particularly those remaining in  limans,  resorption of  the  reproductive

products takes place.


                                     B-69

-------
    The optimum conditions for spawning and egg development are as  follows:

    (1)  Water temperature in the spawning areas,  12-14°; no marked

         daily fluctuations of this temperature.

    (2)  Salinity of water no higher than 3  /oo,  since a 3-5  /oo

         mineralization of water causes a marked  loss of the developing

         eggs.

    (3)  Saturation of water with oxygen in the spawning areas not

         under 35%.

    (4)  Absence of strong wind waves, which cause  the water to
                     /
         become turbid.

    Infringement of even one of these conditions  causes a marked decrease  in

the number of hatching larvae, sharp temperature  fluctuations being parti-

cularly harmful.  Thus, lowering the temperature  from 12.7 to 9.3°  causes  an

unproductive generation, and lowering it to 3-5°  leads to the complete loss

of the laid eggs.  The duration of egg development  depends on the water

temperature and amounts to 13 days at 8.7° and  1  day at 15-16°.

    The yield of roach young is greatly affected  by the temperature during

the period of embryonic-larval development, and also by the availability of

food to the larvae during the period of change  to active feeding, and  the

presence of predator and competitor pressure in the breeding areas.  The

size of the spawning population is not a decisive factor in the formation

of the size of a new generation.

    In contrast to the sexually mature fish, which  immediately after

spawning leave the limans for the sea, the young  remain in the breeding

areas.  Usually, their migration to the sea begins  in June, and after

reaching a maximum in July, ends in August.


                                    B-70

-------
    The size and weight of  the migrating  individuals  are  21-37  mm and

140-800 mg, respectively; at the end of summer,  they  may  be  2  to  3  times  as

much.  Roach fry which have entered the sea  initially dwell  in  the  shallows

of the coastal zone (at a depth of less than 1 m),  and subsequently also  mi-

grate to Taganrog Bay; the  rate of this phenomenon  has sharply  increased  in

the last few years.

    The roach in ontogeny feeds on various complexes  of food organisms.

Thus, larvae in the early stages of development  consume zooplankton (roti- .

fers, copepods, cladocerans), and in later stages switch  to  feeding on

crustaceans.  In feeding, the roach young in limans now dominate  benthic

forms of chironomid larvae.  When they reach the  sea,  young  of  the  current

year consume bottom crustaceans, worms, and  mollusks,  and from  the  age of

two years, switch to feeding exlusively on mollusks.

    The feeding rate of the roach is substantially  affected  by  the  water

temperature in the region of habitation.  The fish  feeds  most  actively at a

temperature above 15°, so that during the summer  season (May-August),  up  to

90% total ration required by the roach during one year is consumed.  In

spring (April) and autumn (October-November),  5-7%  of the total amount

ration is consumed.

    The roach becomes edible at the age of three  years, when it reaches
                       >
14-16 cm.  Data on its average weight are given  in  Table  58.  It  is caught

in September-December and February-April', when it approaches the  coastal

zone and executes spawning  migrations.  Until recently, the  main  fishing

region was the Azov-Kuban'  region, where  up  to 70%  of the annual  catch was

taken.
                                   B-71

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       TABLE 58.  AVERAGE WEIGHT OF ROACH OF DIFFERENT AGE GROUPS (g)

Period
1945-1969
1973-1975

3
185
110
Age Groups
4
210
130

5
280
160
OTHER FISHES



    It goes without saying that the characteristics of  the other 97 unmen-



tioned fish species of the Sea of Azov will not be cited here.  What we are



interested in is to consider in some way, for modeling  purposes, the total



influence which other fishes exert on the populations of edible fishes and



on the ecosystem as a whole, with the understanding that many populations



cannot and should not be considered.  The classification of a population in


                                                              3-8
the OTHER FISH class was decided on the basis of reported data    and ex-



pert estimates based on the following system of criteria:



    Cl.  The average size and biomass of a population should not be



         smaller in order of magnitude than the size and biomass of



         the population selected for "individual" modeling.



    C2.  The commercial significance of a population (if the fish in



         question has any commercial significance at all) should be



         much less than that of the population discussed in Sec. 7.1-



         7.7.



    C3.  A given population should be in trophic or competing rela-



         tionships with the populations of the "main" fishes, and



         these relationships should be significant  for  the  latter.



    C4.  It  is necessary  to have either quantitative estimates  of the



         vital activity parameters of the  fishes, or at least fairly




                                    B-72

-------
         precise qualitative notions permitting the formulation of



         plausible hypotheses concerning the significance of such



         parameters.



Each of the selected populations must satisfy C2 and C4 and either Cl or C3.



    From the multitude of fish species in the Sea of Azov, eight populations



were selected - five fish species hibernating in the Black Sea (referred to



below as the "Black Sea species") and three species dwelling permanently in



the Sea of Azov (the "Azov species").



    (1)  Friar, Atherina nochon pontica (Eichwold)



    (2)  Three-spined stickleback, Gasterostens



         aculeatus (Linn.)
                                                         Black Sea

                                                          fishes
    (3)   Black-Azov Sea migratory herring,



         Alosa kessleri pontica (Eichwold)



    (4)   Azov Sea herring,



         Alosa caspia tanaica (Grimm)



    (5)   Red mullet,



         Mullus barbatus ponticus (Essipo)



    (6)   Percarina, Percarina domendofii



    (7)   Syrman goby,



         Gobius syrman (Nordmann)



    (8)   Goby-knipowitschia,



         Knipowitschia longicandati (Kessler)



    It is possible that if necessary, this  number of populations can be
                   I


increased later on.



    Table 59, compiled on the basis of Refs.  6, 7, 8 and expert estimates,



give the principal biological characteristics of the above species.  Here
                                                         Azov Sea

                                                          fishes
                                    B-73

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and in all the remaining Tables 60-62, a large proportion of the data were

obtained by means of expert estimates.


  TABLE 59.  PRINCIPAL BIOLOGICAL CHARACTERISTICS OF FISHES (1-8) BASED ON
             DATA OF NATURAL OBSERVATIONS AND EXPERT ESTIMATES
Species
Average
biomass
( thous.
tons)
Average
popula-
tions
(millions)
Average weight
(g)
Adults Young
Length
(cm)
Adults Young
Friar

Three-spined
stickleback
                  30-60
8000
6,0
1,5
8,0
                    1

Sea herring        12

Azov Sea herring  0,35

Red mullet        1,75

Percarina           8

Syr-man goby         7

Goby-
knipowitschia    0,1-0,3
200
4000
20
70
30000
2
2,5
141
48
10,7
2,5
17,0
0,5
3,6
5,5
5,3
0,7
3,6
6
22,4
15
14,5
4,5
14,5
1,5
6,7
4,5
5,0
1,2
6,0
                                  12
             0,3
        0,17
          2,8
        2,0
             TABLE 60.  CERTAIN PARAMETERS ADOPTED IN MODELING
                        (number of five-day period)
Start of
spawning
25
18
19
19
28
28
25
27
End of
spawning
49
42
45
32
37
43
36
42
Entry from
Black Sea
19
19
14
14
17
-
-
-
Departure
for
Black Sea
66
66
69
70
71
-
-
-
Start of
spawning
run
19
19
14
14
17
16
16
16
End of stages in
breakdown of
spawning period
36
24
27
25
30
28
25
28
42
42
35
32
36
35
36
35
49
-
45
-
-
43
-
42
                                    B-74

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    We will enumerate the principal effects of the  selected populations on


the ecosystem.


Friar - one of the most abundant fishes of the Sea  of Azov, serves as  food


for the pike-perch, herring, and is also a feeding  competitor of the


anchovy, sardelle, and young of the goby.


Three-spined stickleback - consumes the eggs and  larvae of the pike-perch


and roach, is a feeding competitor of the young and larvae of valuable  fish


breeds as well as sexually mature planktophages.


Black-Azov Sea migratory herring - is a competitor  and  to a lesser extent,
                     /

consumer of the young of valuable fish breeds as  well as planktophages.


Azov Sea herring - serves as food for the pike-perch and is also a feeding


competitor of the young of the pike-perch, roach, golden shiner, and stur-


geons during the period of their feeding on planktobenthos.


Red mullet - is a food object for sturgeons and gobies  and to a lesser  ex-


tent, anchovy.


Percarina - is a competitor of the young of valuable fish breeds and to a


lesser extent, a consumer of their larvae as well as a  food object for  the


pike-perch.


Syrman goby - eats the sardelle and anchovy, serves as  food for the pike-


perch and sturgeon and is a feeding competitor of the round goby.


Knipowitschia goby - serves as food for edible fishes and competes in


feeding with planktophages.


    Tables 60, 61 and 62 give data on the feeding,  breeding and regions of


habitation of the fishes modeled in the unit.


    It is evident from the data cited that our knowledge of the vital  pro-


cesses of the above  fishes  is very limited.


                                    B-75

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TABLE 61.  FEEDING AND BREEDING CHARACTERISTICS
Feeding Spectrum
Zoo- Phyto-
plank- plank- Ben-
Species ton ton thos Fishes
Friar + - +
Three-spine + - - +
stickleback
Sea herring + - + +
Azov Sea + -
herring
Red mullet - - + +
Percarina + ' - + +
Synnan goby - + +
Knipowitschia + - - -
Spawning
Fertility Time
Av. 592 May-Aug
782-1381 end March
end April
Av. 49000 April-mid
August
12000- April-
39000 early
July
3650 end May
end June
up to end May-
3000 early
August
Av. 820 May to
June
274-804 Mid-May-
August-
September

Place
coastal
zone, 7 /OO
Kerch
Straits,
Kuban1
estuaries
Don R. in
June-
partly in
Taganrog
Bay
lower
course of
Don
southern
part of
Sea, Kerch
Straits
eastern
part of
Taganrog
Bay
Taganrog
Bay,
coastal
zone
Taganrog
Bay
                   B-76

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                       TABLE  62.   CHARACTERISTICS  OF  REGIONS OF HABITATION AND MIGRATION
w
i
Species
Season
Winter





Spring
Summer





Au tumn





1
Black
Sea




Coast
of Sea
of Azov,
Sivash



Coast
of Sea
of Azov



2
Black
Sea




Sea of
Azov,
Kub an '
limans



Coast
of Sea
of Azov



3
Black
Sea




Tagan-
rog
Bay,
Don
River


North-
eastern
part of
Sea of
Azov

4
Black Sea,
Kerch
Straits



Taganrog
Bay,
lower
part of
Don,
Kuban1
limans
North-
eastern
part of
Sea of
Azov

5
Black
Sea




Southern
part of
Sea of
Azov,
Kerch
Straits

Southern
part of
Sea of
Azov


6
Eastern
and Cen-
tral
parts of
Sea of
Azov
Taganrog
Bay





Eastern
part of
Sea of
Azov,
Taganrog
Bay
7
Central
part of
Sea of
Azov


Coast of
Sea of
Azov,
Taganrog
Bay


Sea of
Azov




8
Eastern
part of
Sea of
Azov


Taganrog
Bay





East Coast
of Sea of
Azov




-------
    We have beome acquainted with the life of the ecosystem of  the Sea of



Azov.  Before turning to its modeling, it will be useful  to recall that it



is desirable to obtain a model, not of the system in general, but of a



problem in the system.  Only then can the model be expected to prove really



useful, and in particular necessary for solving a specific problem.



    What problems of the Sea of Azov are of most interest to us?  Do they



exist at all?  yes, they unquestionably do, and furthermore, are of vital



importance.



    A considerable portion of the catchment basin of the  Sea of Azov is



located in a zone of insufficient humidification, where the coefficient of



runoff from the territory of the catchment is equal to 0.13.  For this rea-


                                                 14
son, the river runoff is very limited and amounts   to an average of 41


  3                          23
km  (according to other data,  43.4 km ).  The bulk of the runoff is

                                                        3

due to two rivers - the Don and Kuban1 (27.9 and 13.9 km  , respectively).


                                                                    3
The exceptional variability of the Don River runoff with  time (52 km   in

                3
1942 and 11.8 km  in 1950) causes large fluctuations of the total water


                                                 3               3
reserves of the basin (25% availability - 50.7 km ; 75% - 33.0  km ).



    The river runoff of the Azov Basin is used for the needs of industry,



agriculture, power engineering, water transport, municipal water supply and



fisheries.  The Sea of Azov is the closing link in the utilization of  the

                                                          Q

water.  It follows from general ecological considerations  that the



effects of anthropogenic action in the basin should accumulate  in the  eco-



system of  the Sea of Azov.  This is indeed the case.



    We will examine in more detail the mechanism of the pressure exerted  on



the ecosystem of the Sea of Azov by the continental part  of the basin  and



will attempt to determine the extent  to which the ecological system  is




                                   B-78

-------
stable to this pressure, and the conditions and planning prospects for the



development of the national economy on the territory of the basin.



    The principal negative effects exerted at the present time by the con-



tinental part of the basin on the marine part should be assumed to be the



following:



    (1)  Irreversible removal of a considerable part of the runoff.  At the


                                                                      3
1975 level, the total water consumption in the basin was already 23 km ,



and the irreversible consumption, 15 km , or about 35% of the river runoff



norm.  Despite the planned measures of efficient utilization of water in
                     s


industry, heat and power engineering and agriculture, the water consumption,



including nonrecoverable consumption, will continue to grow at a rapid pace.



In 1980, the total planned water consumption will be 33 km , and nonre-


                3                       3
coverable, 20 km ; in 1985, 38 and 22 km , respectively, and in the


                  3
2000, 60 and 38 km , i.e., by the end of the century, practically all of



the runoff will be irretrievably consumed by participants in the hydroecono-



mic complex.  Of these, the largest water consumer is irrigation (total


                                  3

water consumption in 1975, 9.22 km ; nonrecoverable, 8.69), and the rates



of its presumed growth  are the most substantial (in the year 2000, 27 and


       3
25.5 km ).  The industry, heat and power engineering, and population of



towns and urban-type settlements consume quantities of water comparable to


                                                          3

irrigation (in 1975, 10.65, and in the year 2000, 21.22 km  is antici-



pated), but the fraction of nonrecoverable water consumption is much


                         3                               3
smaller (in 1975, 2.24  km , and in the year 2000, 5.09 km ).  The re-



maining sectors of the  hydroeconomic complex (fisheries will be discussed



separately) make a comparatively small contribution to the nonrecoverable



removal of water.
                                   B-79

-------
    (2)  Seasonal leveling of runoff.  In  1952,  the Tsimlyansk  storage  re-

servoir, one of the largest in the USSR, was built in the  lower course  of

the Don, and in 1975, the filling of the Krasnodar storage reservoir  on the

Kuban1 was completed.  The seasonal leveling of  the runoff sharply  reduced

the frequency, area and duration of the flooding of floodplain  spawning

grounds in the tailraces of the hydrosysteins (Table 63).
      TABLE 63.  MEAN MONTHLY RUNOFF OF THE DON RIVER BEFORE AND AFTER
            CONSTRUCTION OF TSIMLYANSK HYDROELECTRIC POWER PLANT
                            (Village of Razdory)
Month
I
II
III
IY
Y
YI
YII
YIII
IX
X
XI
XII

Flow rate
mVsec
286
412
951
2730
3600
899
373
289
244
241
271
243
1881-1951
Runoff
km3
0,8
1,1
2,5
7,2
9,6
2,3
1,0
0,8
0,6
0,6
0,7
0,6

Runoff in
% of annual
2,9
4,0
9,1
25,7
34,4
8,3
3,6
2,9
2,2
2,2
2,5
2,2

Flow rate
m-Vsec
405
557
727
1347
1247
767
650
601
599
612
610
411
1953-1971
Runoff
km3
1,1 :
1,3
1,9
3,5
3,3
2,0
1,7
1,6
1,8
1,6
1,6
1,1


Runoff in
% in annual
4,9
5,9
8,6
15,8
14,9
9,0
7,7
7,2
6,7
7,2
7,2
4,9












    The above table illustrates  the radical  changes  in  the  annual  runoff of

the Don River.  As a result of these  changes,  the  flooding  frequency  of

spawning grounds of the Lower Don dropped  from 84  to 18%  years,  the  area,

from 95 to 30 thous. ha, and the duration, from 49  to 12  days.

    (3) Reduction in the breeding areas  of migratory and  semi-migratory

fishes due to the difficult access of spawning grounds.   This  effect  is  also

a result of the construction of  dams,  and  its  impact on sturgeons  is  parti-

cularly strong.  Thus, 80% of the spawning grounds  have proven practically
                                    B-80

-------
inaccessible to the sturgeon, over 95% to the beluga, and 50% to the starred




sturgeon.




    (4)  Change in biogenic and mineral runoff.  A change in the qualitative




composition of the waters flowing into the sea.




    After the regulation of the Don River runoff, the biogenic river runoff




decreased substantially.  The proportions of different biogenic elements in




the runoff, to which the ecosystem was adjusted, changes.  Since modern




methods of purification of waste waters from industrial plants and return




waters of irrigation systems are inadequate, and the self-purifying capacity




of rivers is limited, a certain amount of pollutants fall within the eco-




system of the sea.




    Thus, the negative effects of the continental part of the basin on the




Azov ecosystem are very appreciable.  At the same time, the ecosystem is




distinguished by an extremely low inertia of development and stability to




external forces.  This is due to the following  factors:




    (1)  Exceptionally small dimensions of the  sea (see above).




    (2)  Short period of chemical and biological cycles.




    (3)  Minimum variety of species, resulting  in a  particularly




         high degree of potential vulnerability of the ecosystem.




    (4)  Intensive water exchange with the Black Sea, permitting




         rapid introduction into the Azov ecosystem  of representa-




         tives of Black Sea flora and fuana  in  the presence of




         conditions favorable to them in the Sea of  Azov.




    Under the prevailing conditions, the ecosystem of the sea has been




thrown out equilibrium, and the changes taking  place in  it may be estimated




as unfavorable.  Catches of fish, particularly  of valuable breeds, have  de-





                                    B-81

-------
creased.  The bioproductivity of the most valuable  species of  ichthyofauna




has shrunk from an average of 90 thousand tons  for  1927-51 to  20  thousand




tons.  The total catches of migratory and semi-migratory  fishes have now




dropped to an extremely low level, 5-10 thousand  tons.




    The extremely rapid development of negative aftereffects of anthropo-




genic reduction of the river runoff and its annual  leveling renders parti-




cularly important the problem of examining the  fundamentally new  phenomena




directly in the sea and their relationships.  We  will  try to trace  the




direct and more remote aftereffects of the change in runoff regime.




    One of the chief factors responsible for  the  unique  fish productivity




of the sea should be considered a  low water salinity,  thanks to which  the




populations of saltwater and generatively freshwater fishes have  been  able




to utilize the food resources over practically  the  entire water area of the




sea.




    The average long-term salinity of the Sea of  Azov  during the  1912-51




period was 10.6  loo.  This average level correspond to  an equilibrium be-




tween the large masses of Black Sea salt water  arriving  through the Kerch




Straits and the continental runoff.  The water  exchange  between the Black




and Azov Seas is mainly determined by the wind  conditions in the  Kerch




Straits, and hence as the river runoff decreased, the  equilibrium should




have been disturbed.  The anthropogenic reduction of the  river runoff




coincided in time with the climate-caused depression of  the  total humidi-




fication of the basin, leading  to  an appreciable  intensification  of advec-




tion of Black Sea waters with an accompanying yearly accumulation of  about




60 million tons of salts in the Sea of Azov.  By  1976,  the average salinity




of  the sea had increased to 13.8   /oo, and  in Taganrog Bay,  to 10.8   /oo






                                     B-82

-------
(versus 6.5  /oo in 1912-51).  Changes in the salinity field of the Sea


of Azov are illustrated in Figure   .*


    The fastest and most noticeable consequence of such salinization of the


sea has been a sharp reduction the areas of saltwater and relicit species,


amounting to up to 10% of the sea area and 5% of the sea volume.  The va-


cated ecological niches are rapidly snapped up by Mediterranean immigrants.

                  ,    ]_]_ 12
    The latest studies  '   have made it possible to establish a number of


new characteristics, whose appearance and development had never before been


directly or indirectly correlated with the transformation of the river run-


off.  They include:


    (1)  Accentuation of the salt stratification and hence, tempera-


         ture stratification of the water masses of the sea.


    (2)  Accelerated sedimentation of suspended organic matter and


         its accumulation in the bottom sediments of the sea.


    (3)  Increase  in the size of bacterial populations of the bottom,


         caused by an increase in the mass of organic substrate.


    (4)  Increase  in the biochemical consumption of oxygen by the


         surface layer of the ground.


    (5)  Stable formation of anaerobic or similar situations in the


         bottom layer.  So-called oxygen kills are observed almost


         constantly in the summertime.


    (6)  Large-scale death of benthos arid benthic fishes due to


         oxygen kills.  Obviously, this promotes the phenomena des-


         cribed in items (2), (3), and (A).
translator's note:  Number of  figure missing  in  the  original  text.
                                    B-83

-------
    (7)  Self-pollution of the sea as a result of oxygen deficiency.


         This involves a periodic production in the Sea of Azov of


         toxic  products due to anaerobic decay of soil organic mat-


         ter (hydrogen sulfide, methane, phenols, carbolic acids,


         etc.).


    (8)  Reduction in the potential capacity of the Sea of Azov for


         self-purification involving the removal of organic pollutants.


    (9)  Transformation of the qualitative composition of the organic


         matter of the Sea of Azov.
                      s

   (10)  Slowing down of biogeochemical cycles of the main biogenic


         elements.  In comparison with 1956-60, by 1971-75 the average


         rate of nitrogen turnover had decreased from 4.3 to 1.9 cycles/


         year, and that of phosphorus turnover, from 12.1 to 0.7 cycles/


         year.


    The net result of the above transformations of the chemical aspects of


the sea has been a sharp decrease in the amount of primary organic matter


synthesized therein.   In the last five years,  the annual phytoplankton


production has been in the range of 13-20 million tons, vs. a natural norm


of 34 million tons.  As a result, a curtailment of production is also ob-


served in the higher  links of the trophic pyramid.


    The principal chains of the cause-effect relationships formed  in the


sea as a result  of the anthropogenic re'duction of the river runoff are


illustrated by the diagram shown in Figure   .*
translator's note:  Number of figure missing in the original text.
                                    B-84

-------
    The data presented in this figure make it possible to draw an important




conclusion, i.e., the reduction in river runoff leads to not partial, but




total damage of the ecosystem of the sea, detectable at the most diverse




levels of its organization.  Also visible on the diagram is the coordinating




role of salinity change in the dynamics of all new processes taking place




in the sea.




    Thus, the Azov ecosystem has already been thrown out of the state of




equilibrium and in now in some intermediate state.  The problem of the Sea




of Azov is one of the directions of further anthropogenic activity within




the confines of the Azov Basin with due regard for these undesirable




changes.




    Serval alternative approaches are possible:




    (1)  Consider as necessary measures that would provide for the




         restoration of conservation of natural conditions, to halt




         the negative processes taking place in the sea and restore




         the Azov ecosystem as much as possible (for example, con-




         struction of the Azov Dam).




    (2)  Aim at the elaboration and creation of a set of natural




         conditions and economic measures that would create in the




         Azov Sea an "artificial" ecosystem that  is sufficiently




         productive from the  standpoint of fishery (for example,




         transformation of the sea into 'a "nursery" of sturgeons




         with artificial breeding).




    (3)  Treat the changes in  the Azov ecosystem  as a natural conse-




         quence of a highly efficient utilization of the water for




         other needs in the continental part of the basin.






                                   B-85

-------
(The negative significance of the rearrangement of the ecosystem caking


place in the sea must not be exaggerated.  The importance of the Sea of Azov


in fishing will undoubtedly decrease if no steps are taken, but the salini-


zation of the sea has no negative effects on such species as the anchovy,


sardelle, etc.).


    At the same time, however, one should realize that such control can be


adopted only if it is certain that such a rearrangement will not lead to a


complete degradation of the ecosystem and destruction of the natural object.


    Within the framework of each of these approaches, a number of variants


of specific measures are possible that can both preclude each other and


prove mutually complementary.  Approaches that effectively reconcile these


three points are possible, as are fundamentally new views of this problem.


In any event, it should be recalled that the problem of the Sea of Azov


cannot be considered separately from the general problem of utilization of


the water resources in the Azov Basin.  At the present time, there exist


several projects for diverting the runoff from other regions.  In the pre-


paration of general long-term plans, a diversion of the runoff from the


Volga has bee proposed in volumes that by the end of this century would in-

                      3
crease from 5 to 20 km /year.  However,  in view of the continuing drop in


the Caspian Sea level, the Volga itself  requires runoff assistance.  In


this situation, diversions of part of its waters to the Azov Basin create


the necessity of appropriate compensations in the same amount and Volga's


replenishment with the runoff of northern rivers.  Specific proposals  for


such major hydroeconomic measures are already in the stage of constructive


discussion.  Thus, the problems of water distribution  in the Azov Basin are


exceeding the scope of their  territorial boundaries and becoming a part of



                                    B-86

-------
the overall program for transforming  the river runoff  of  the European part




of the USSR.  There is still another  extension of  the  problem  on a country-




wide scale, i.e., an economic one:  the comparative rates of economic




development of the regions included territorially  in the Azov  Sea Basin de-




pends on all the resources, in particular,  the water resources.  It  should




also be noted at this point that the  fishing economy is more closely deter-




mined by the necessary set of natural conditions than  are most  industrial




and agricultural sectors.




    Nevertheless, there exist anthropogenic actions in the Azov Sea  Basin




whose positive effect is unquestionable.  They should  be  carried out as




rapidly and effectively as possible.




    They include primarily the construction of purification installations,




the design of recycling water supply  systems and latest waste  water  purifi-




cation systems for plants now under construction and those being recon-




structed, the creation of irrigation  systems in which  the evaporation  loss




would be minimal, and steps toward utilizing the water transport and pre-




venting the pollution of waters with  petroleum products.  All  these  mea-




sures are stipulated in the Resolution  concerning  measures to  prevent  the




pollution of the Black and Azov Basins  (Pravda of  4 February  1976).




    In any event, to select the control of  a natural-technical system  as  in-




tricate as the hydroeconomic complex  of the Azov Basin,  it is  necessary  to




be able to predict with an adequate degree  of reliability and  detail the




state of the Azov ecosystem for different variants of  anthropogenic




activity.  However, the complexity  of the processes  taking place  in  the  sea




and their interdependence are such  that no  scientific  group  is able  to pre-




dict the reactions of the ecosystem on  the  basis of  only  qualitative or





                                    B-87

-------
basically qualitative ideas.  To obtain even one prediction variant,  it  is

necessary to perform many calculations, and an effective prediction  implies

that different paths of the system have been obtained, each of which  is  ran-

dom to some degree.  That is to say, a new tool for obtaining predictions

is required.  Selected to be such a tool was a mathematical model of  the

Azov ecosystem, a model realized in the form of a  set of computer programs.

And, although strictly speaking, the solution of the Azov problem requires

a general model of water utilization in the Azov Basin, the model of  the

Azov ecosystem is its principal part, which simulates the processes  taking

place in the most complex and closing link of the  water consumption  of  the

Azov Basin.



2.  Method of Modeling of Water Exchange Between Different Regions of the
    Sea and of the Associated Change in the Concentration of Solutes  and
    Suspensions

    The solution of the problems listed above requires the creation  of  a

mathematical model of the entire ecosystem of the  Sea of Azov.  In this  sec-

tion, we will consider only one but very important part of this model - a

model of water exchange between different regions  of the sea.  Its impor-

tance is due to the fact that water exchange determines to a considerable

degree the changes in the concentration of solutes and of the phytoplankton,

zooplankton, etc. inhabiting the water mass.  These changes are very  sub-

stantial for the ecosystem as a whole.

    The most accurate and universal means of solving such problems involves

the use of hydrodynamic equations for calculating  the currents in a  body of

water, and the subsequent calculation, by means of the turbulent  diffusion
                                    B-88

-------
equation, of the dynamics of concentrations of the substances on the basis



of the flow pattern obtained.  This equation is




    ^  = - div(x-u) + div(E, grad x)                                  (1)
    dt




In practical calculations, exact differential relations are replaced by



their finite-difference analogs, and the computations (usually done with a



computer) are performed for discrete instants of time on a discrete grid



approximately the body of water.



    The necessity of changing to discrete time and space steps when des-



cribing the dynamics of concentrations of a substance in a body of water by



exact hydrodynamic equations renders competitive the methods of description



of this dynamics whereby the discreteness, although usually fairly rough,



is established in space and time.  If instead of the vertices of the grid



one represents individual regions of the body of water, and the currents in



the latter are described in terms of water exchanges between its neighboring



regions, the finite-difference analog of the turbulent diffusion equation



can be integrated as a relation describing for each region the balance of



the substance entering it from neighboring regions (or from the outside)



and carried out neighboring regions (or participating in certain chemical



transformations).  The basic idea, which we wish to repeat once again, con-



sists in the fact that models based on balance relations should never be



compared with exact hydrodynamic models. ' Both types of models describe,



perhaps with different degrees of accuracy, the same physical laws of the



real world.



    Let us turn to a more detailed description of  the calculations of the



concentration dynamics of a substance in a body of water.  Let the latter





                                    B-89

-------
be divided into n regions, which may be assumed  internally homogeneous  in



the concentration of this substance.  The following notation is introduced:




       x.  - concentration of sbustance at time  t in region of number i;





       v.  - volume of region i at  time t;





       y.  - entry of the substance into region  i at time t;





      q..  - volume of flow from region i to region j at time t;





        K. - decay coefficient of the substance.





The equation for the concentration  dynamics of the substance is



        t+1   r  t,.. t   _    t, .   „    t   t     t   _,  „ t   t,,_. t+1  ...
            = [x. (V.  - Z q.. ) +  I q..  x.  + y.  - K. V._  x._ J/V.^     (2)



                                                      i = 1, 2,>", n
Xi      '11    7  'ij     ;  'ji   j    'i     i  i   i

                   J         J
The terms of the right member of Equation (2) have a clear physical meaning:




    x. v.  - amount of substance in region i at time t;





 x.  Iq . .  - amount of substance carried out of the region to neighboring

     j 1J    regions;




 Zq.. *x.  - amount of substance•entering region i from neighboring regions;

 j J1   J



       y.  - inflow into region  i from the outside;





  K.v. x.  - consumption of substance in-region i caused by chemical

             decomposition.





    In conformity with the two terms in the right member of the  turbulent



diffusion equation (1), the quantities q.. are assumed to consist  of  two
terms:
                                    B-90

-------
The first term corresponds  to  the water exchange between  regions  i  and  j,


related  to dominant currents,  and the. second  terras  describe diffusion or


random disturbances relative to  the dominant  currents  durint  the  selected


time step.              ]


    Accordingly, q.. >  0 and q.. = 0 only for regions  with no  common


boundary.  Since the second term in Equation  (2) describes the  interpenetra-


tion of water at the boundary  of the regions, we have  the conditions q..


= q..  , i.e., the  second terms  are the same  for oppositely traveling


currents.  A different  condition, q.. «q ..  = 0, holds for the  first
                                  HiJ  4Ji      '

terms, i.e., at least one of these two terms  is equal  to zero.  This is a


reflection of the fact  that the  directional flow between  two  contiguous


regions can take place  in only one of two possible  directions.


    The equation of concentration dynamics (2) makes it possible  to compute


the concentrations x    only if  the values of all the  variables in  the


right member of the equation are known.  The  values of concentration x  in


the preceding step  are  assumed to have been computed or specified as initial


conditions.  The values y  of  inflows of the  substance into the regions of


the body of water are exogenous  factors and should  be  specified.  The decay


constants KI of the substance may be different  for  different  regions of


the body of water because of possible differences in physicochemical condi-


tions of the region, and should  also be specicified exogenously.  The re-


maining values of the volumes  v. , v.    of each of the regions and


flows q..  depend on the hydrological regime  of the body  of water.  They


may also be either  specified or  computed as a result of the application of


a special procedure describing the hydrology  of the body  of water.
                                    B-91

-------
    In accordance with these various possibilities,  formula  (2)  can  be  used


for different purposes.  If the situation  in  the body  of water  is  suffi-


ciently stable, one can calculate the  steady  state of  the concentrations,


assuming that the quantities entering  into  formula (2) remain unchanged when


the substitution t -»• t + 1 is made.  This  leads  to the relation



      x. = x.(l - ~ I q..) + ~ I q.. x.  + y. - K.  x.                  (3)
       i    i     V. .  ij    V. .  ji   i   'i    11
                   1 J         * J

                                                     i  = 1,2,  •••,  n


Simple transformation reduce the system  of  equations (3) to  the  standard


form                    ;


      Ax = 6,


where A is a square matrix of order n  with  coefficients



                K. + ~, I q. . for  i = j
                 .1   v£ j  1J
             /
      A.
        J



                  vT z qij    for
                   i j  '



and y is a column vector with components y..


    The steady state of the concentrations  of the substance  in  the body of


water is obtained as the solution of  the linear  system


      x = A   y;


hence, if the volumes of flow q.. between  the regions  of  the body  of water


are specified or estimated in some manner,  and the concentrations  of the


substance may be considered  to be  in  a steady state, then  from  a given  in-


flow (removal) y of the substance one  can  compute the  distribution of its


concentrations in all the regions of  the body of water, the  dependence  of
                                    B-92

-------
vector x, or steady-state concentrations, on vector y, or losses of the sub-


stance, being linear.

    The second method of using Equation (3) consists  in computing  the non-


stationary concentrations x.  The nonstationary values of volumes  v.


and flows between regions q..  can be computed with the aid of a suit-


able hydrological model.  For a shallow body of water characterized by a


predominance of level fluctuations due to the raising and lowering of water


by the effect of wind, this can be done by means of a model analogous to the


one used for simulating the hydrological regime of the Sea of Azov.
                      s
                      s
    In this model, a  time step of 5 days was chosen.  It was assumed that to


the 5-day average of  the wind velocity vecotr there corresponds a  certain


slope of the water surface, which to a first approximation was assumed to be


an ideal plane.  These assumptions were based on data from natural observa-


tions and level fluctuations of the Sea of Azov.


    The sequence of the calculations in the model is  as follows:   first, the

average levels of each of the regions are calculated  from the average wind


velocity vector above the water area of the sea.  From the level of the re-


gion, its volume v.    is calculated.  Comparison of  v.  and

v.    shows what additional (or excess)' amount of water is required by

region i.  From the relative arrangement of the regions, one determines from

where this amount of  water enters this region.  Also  considered are inflows

of water with river runoffs and from other sources, and also the balance of


evaporation from the  sea surface and precipitation on the latter.

    A systematic study of the hydrometeorological regime of the Sea of Azov


began in 1922.  Up to that time, only irregular measurements of the hydro-


meteorological characteristics of this sea had been taken from several


                                    B-93

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coastal stations, as well as sporadic measurements of water temperature and




salinity in the open part of the sea.  By the early 1930's, the network of




hydrometeorological stations and posts conducting regular measurements num-




bered 31 observation points.  the data of hydrometeorological observations




during the period from their inception to 1935 were classified and corre-




lated in Ref. 15.  During World War  II, systematic observations in the Sea




of Azov were discontinued, but as early as 1947, all formerly active sta-




tions and posts began systematic observations.  At the same time, hydrolo-




gical and biological studies in the  open part of the sea were resumed.




    In 1949, in connection with projects to regulate the runoff of the Don




and Kuban" Rivers, a number of scientific and planning institutes carried




out additional studies that made it  possible to prepare  forecasts of pos-




sible changes in  the hydrological regime of the sea.




    Observations made up  to 1959 were classified and correlated in the




Hydrometeorological Handbook for the Sea of Azov.




    In addition to the results of measurements of hydrometeorological




characteristics,  this handbook presents conclusions of topical investiga-




tions conducted under special programs.  As a result, the handbook consti-




tutes a complete  and conprehensive description of the hydrometeorological




regime of the sea.




    At the present time,  systematic  observations of hydrometeorological




characteristics such as atmospheric  pressure, wind speed and direction,




temperature of air and water, absolute and relative humidity, amount of




precipitation, duration of  solar radiance, etc. are being conducted at




thirteen weather  stations arranged in a fairly regular patter along the




entire coastline.  For measurements  in the open part of  the sea,  the Azov






                                   B-94

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Scientific Research Fishery Institute, which  is  the  chief  organization




engaging comprehensive investigations of the Azov ecosystem, conducts four




cruises per year:  in April, July, August and October.  The  research ship




takes water and ground samples at 33 points arranged  in a  fairly regular




pattern over the water area of the sea.  The water samples are  taken at two




or three levels, depending on the depth in the region of the sampling site.




If the preliminary analysis performed on the  spot aboard the ship  indicates




the presence of a temperature stratification  or  a bottom deficit of oxygen,




additional samples are taken at 0.5-m intervals  from the water  surface to




the bottom.




    Under  laboratory conditions, the samples  are subjected to a thorough




chemical and biochemical analysis.  In particular, such indices as total




mineralization, dissolved oxygen content, iron content, pH analysis, alka-




linity, concentrations of nitrogen and phosphorus in organic and inorganic




state, silicon content, etc. are determined.




    In addition to taking the samples, the expedition ship also measures the




wind  speed and direction, air and water temperature  at various  levels, at-




mospheric pressure, current speed and direction  by means of  independent




printing current meters, and water transparency  by means of  a Secchi disk.




These measurements and observations do not exhaust the entire range of




studies performed on the expedition ship.  During each cruise,  special




studies aimed at more thorough and compfehensive investigations or certain




individual ingredients of the ecosystem are carried  out.   The;programs of




these  additional observations are prepared by considering  the suggestions




of specialists who investigate and simulate the  Azov ecosystem  for the pur-
                                    B-95

-------
pose of a more accurate description of the key components or processes

taking place in the Azov ecosystem.
                                 REFERENCES
1.   A.B. Gorstko and F.A. Surkov.  Mathematics and Problems of Conserva-
     tion, Moscow, 1975.

2.   A.M. Bronfman.  The present hydrological-hydrochemical regime of the
     Sea of Azov and its possible variations.  Trudy azNIIRKh, Issue 10,
     1972.

3.   A.B. Gorstko and F.A. Surkov.  Dynamic model of the functioning of
     water communities of the Sea of Azov, In: "Methods of Systems Analysis
     in Problems of Rational Utilization of Water Resources."  International
     Institute of Applied Systems Analysis, Austria, 1974.

4.   A.B. Gorstko and F.A. Surkov.  Dynamic model of functioning of water
     communities in the Sea of Azov, In: "Simulation and Ecology."  Nauka,
     Moscow, 1975.      I

5.   A.B. Gorstko, £t al.  The "Sea of Azov" simulation model, In: "Methods
     of Systems Analysis in Problems of Effective Utilization of Water
     Resources."  Moscow, 1976.

6.   V.G. Dubinina and Yu. M. Gargona.  Fisheries of the Azov Basin under
     conditions of intensive utilization of water resources.  Trudy VNIRO,
     Issue 103, 1974.

7.   N.I. Revina, S.P. Volovik and N.K. Fil'chagin.  Status of the reserves
     of Azov food fishes (gobies, anchovies, sardelles) and their possible
     changes in the presence of certain water management measurements, Tr.
     azNIIRKh, Issue 10; 1972.

8.   M.K. Spichak.  Hydrological  regime of the Sea of Azov in 1951-57 and
     its influence on certain chemical and biological processes.  Tr.
     AzNIIRKh, Issue 1, 1960.

9.   N.F. Taranenko.  Population  dynamics of  the Azov anchovy.  Tr.
     AzCherNIRO, Issue 24, 1966.

10.  E.N. Altman and D.M. Tolmazin.  Method of calculation of currents  and
     water exchange in the Kerch  Straits.  Okeanologiya, Vol. 10, Issue 3,
     1970.             I
                                     B-96

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11.   A.M.  Bronfman.  Salinity of the Sea of Azov and its forthcoming
     changes.  Izvestiya Severo-Kavkazskogo nauchnogo tsentra Vysshey
     shkoly.  Seriya Yestestvennyye nauki, No. 1, 1973.

12.   A.M.  Bronfman, G.D. Makarova and M.G. Romova.  Present climate-caused
     changes in the composition of organic matter in the Sea of Azov.
     Izvestiya AN SSSR, seriya geografiya, No. 6, 1973.

13.   A.P.  Zhilyayev.  Calculation of level fluctuations of the Sea of Azov.
     Okeanologiya, Vol. 12, Issue 1, 1972.

14.   A.B.  Gorstko.  Mathematical modeling and problems of utilization of
     water resources, RGU, 1976.

15.   Hydrometeorological Handbook for the Seas of the USSR, Vol. 3, Issues
     1,  2, 3, Gidrometeoizdat, Leningrad, 1937.

16.   Hydrometeorological Handbook for the Sea of Azov, Gidrometeoizdat,
     Leningrad, 1962.
                                     B-97

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                                 CHAPTER 2



      BRIEF CHARACTERIZATION OF FACTORS AFFECTING THE FORMATION OF THE

                 CHEMICAL COMPOSITION OF LAKE BAIKAL WATER



       (Material pertaining to the US-USSR cooperation in the area of

                 "Mathematical Modeling of Lake Ecosystems)
GENERAL CHARACTERISTICS OF THE LAKE



     The basin of Lake Baikal is located almost at  the center  of Asia,  in  a



very rugged mountain province of the south of Siberia - the Baikal  region.



The characteristics geomorphological feature of the region are medium and



high mountains extending over 1500 km in the southwest to northwest direc-



tion, and an alternation of ridges and  trenches,  the largest of which is



filled with waters of the lake.



     Baikal is the oldest and deepest intracontinental body of water  in the



world.  The formation of the Baikal  trench began  about 30 million years ago.


                                                  2
The watershed area of the lake is 0.54  million km , and the area of the


                             2
lake itself, 31.5 thousand km .  The length of the  lake is 636 km,  maxi-



mum width 79 km, minimum width 25 km, maximum depth 1620 m, and volume  of


                                     3
the water mass, about 23 thousand km .  The trench  of Lake Baikal  is



divided into three basins, of which  the middle one  is the deepest;  it is



separated from the southern basin by the Selenga  shallows,  in  the  region  of



which the largest tributary, the Selenga River, flows into  the lake.  The



runoff of the Selenga amounts to about  50% of the total runoff into the



lake.



     Baikal concentrates approximately  4/5 of the total surface water re-



serves of the USSR. . However, the importance of the lake  does  not  end there.



During the past approximately 1 million years, when this  body  of water  was



formed in it present boundaries, some species properties  arose in  the waters



                                     B-98

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of the lake:  low solute content, high  transparency,  low  temperature and




high saturation with dissolved oxygen.




     Baikal's biological community is specific and closely balanced.  In




the course of its evolution, its organisms have adapted to conditions




varying little with time, and .have reacted very sensitively to changes  in




these conditions.  Suffice  it to indicate that Baikal organisms of  the  open




deepwater parts of the lake do not dwell in  the shallow regions near the




delta, which are subjected  to the action of  the river runoff.







PROSPECTS FOR THE ECONOMIC DEVELOPMENT  OF THE BAIKAL REGION




     In planning the basic aspects of the development of  the  territory  adja-




cent to Baikal, a lake that is a unique water reservoir on the earth, an in-




admissible approach would be one in which the desired rapid progress in




economic development might  lead  to a change  in the quality of  the water and




atmosphere.  This basic principle - to  preserve the lake's ecosystem, the




result of processes that took thousands of years - is used in  formulating




all the special requirements for developing  the economics and  changing  the




size of the population in the region, and intensifying the monitoring of




the environment.




     The organization and implementation of  management measures  in  the




Baikal Basin will be accomplished in the near future with consideration for




setting the lake region apart as an area with special levels  of  requirements




as regards the problems of  conservation and  reconstruction of  the environ-




ment.




     Important elements of  this  concept include a gradual change  to a




directed control of the environment and simultaneous  improvement  of its




quality.



                                     B-99

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     The increased amount of attention given to the basin of Lake Baikal in




the past 10 to 15 years has been related to a certain inevitable confronta-




tion of attempts to combine the principles of conservation of the lake's




natural properties with the possibilities of development of various areas




of the region.  In this connection, a series of resolutions were passed by




the government, various ministries, Academy of Sciences, Hydrometeorological




Service and other organizations.




     The planned development of the industrial-territorial complex in the




lake basin up  to the year 2000 will be coordinated mainly with the in-




dividual regions - iii the basin of the middle course of the Selenga River,




on the itinerary of the Baikal-Amur highway under construction in the north.




These limitations are determined by the aforementioned necessity of pre-




serving the purity of the lake's waters.




     Considering the further industrial development in the Selenga River




Basin, it was  deemed appropriate to design plants with a circulating water




supply and to  centralize the repurification of the waste waters.




     The total volume of capital investments in the development of produc-




tion facilities in the basin of Lake Baikal during the period from 1971




through 2000 will amount to over 10 billion rubles, approximately 6% of




which will be  spent on measures to protect the purity of the water re-




sources and other natural facilities.




     As an estimated level, during the next 30 years, a 4 to 5-fold in-




crease in the  volume of gross industrial production, 3-fold increase in the




volume of agricultural production, and 1.5-fold increase in timber produc-




tion are envisaged.  The expected  size of the population will increase by a




factor of 1.5  during the same period.





                                    B-100

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DEVELOPMENT OF BAIKAL AS A RESORT AREA




     Considerable shifts in the utilization of recreation  resources  are




planned for the Baikal region.  The presence of  favorable  types  of weather




will permit a vigorous growth of many aspects of  tourism in this  region.




Also promising is the development of medical treatment  in  sanatoriums  and




of resorts and recreation, based on mineral sources and state parks.




     A 1971 government resolution stipulates a broad development  of  recrea-




tion and treatment areas as well as foreign tourism on  the shores of Baikal.




At the present time, during the navigation season, over 100 thousand people




visit the lake.  It  is predicted that by the year  2000, the flow  of  visitors




will be 2.5 million  per year, including 100 thousand foreign  tourists.   It




is planned to create six natural parks with an area of  150-300 thousand




hectares each, mainly in the  southern and middle  parts  of  the  lake's basin.




     The planned expansion of rest areas will cause an  increase  in  the popu-




lation's employment  and will  attract visitors to  tourist services,  rest




houses, etc.  Modern construction of numerous boarding  houses  and campsites




in such tourist centers as peschanaya Bay and other places will  also be  re-




quired.  These measures and processes will inevitably  lead to  an increased




role of so-called unorganized and inadequately organized residential and in-




dustrial sewage systems.  Thus, the requirements  for their purification  and




isolation from the  lake will  be raised.




     Specialists in  recreational development are  already pointing out  the




difficulties  involved in  the  water supply and utilization  of  waste,  since




the self-purifying  capacity of the rivers flowing into  the  lake  is  practi-




cally nil and  their  discharge is low.
                                    B-101

-------
     Factors hampering the development of  the Baikal area  such as  the seis-

micity of the regions and the potential danger of specific diseases (tick

encephalitis, etc.) must also be considered.

     On the whole, it may be hoped that intelligent efforts and  sound mea-

sures to prevent the undesirable influence of the anthropogenic  factor will

permit a positive solution of the problem  of combining conservation and

economic development in the Baikal region.


BASIC FEATURES OF THE CLIMATE FROM THE STANDPOINT OF FORMATION OF  CONCENTRA-
TION FIELDS OF SUBSTANCES IN THE ATMOSPHERE

     The formation of the climate in the Baikal depression and adjacent

territory is determined by the large-scale transport of  the air  masses,

thermal conditions of the lake, mountain relief, and other local factors.

     The humidification of the basin is related to the westward  transport

of the air masses.  During the warm part of the year, the  cyclonic activity

is activated here, resulting in 80-90% of  the total annual precipitation,

including 50% in July-August alone.  In winter, a powerful anticyclone which

blocks westerly winds develops in the  lake region.

     The distribution of precipitation above the lake is nonuniform and

varies from 200 to 1200 mm for individual  regions.  The  average  long-term

total precipitation for the water area is  about 400 mm per year.   The

largest amount of precipitation falls  on the southern shore of the lake; in

the region of the Selenga shallows, it is  most commonly  in the range of

300-400 mm per year.  Approximately 15% of the total precipitation is due

to evaporated local moisture.

     The nonuniformity of the annual distribution of precipitation coupled

with the characteristics of the temperature regime and dissected topography


                                    B-102

-------
accounts for the fact that rainfall  floods  are  the  main phase  of the  rivers'


water regime.  They occur from May  to September,  the  period  when 80-90%  of


the annual runoff is formed.  In  the wintertime,  the  rivers  are  low.


     The distribution of impurities  in  the  atmosphere and  in the surface


layer of the lake is greatly affected by  the  temperature regime  and  the


wind direction and speed.


     Stable and strong  temperature  inversions,  often  with  a  complex multi-


stage structure, are very frequent  above  the  lake,  especially  during  the


warm season.  During these periods,  the self-purification  of the air  reser-

                      /
voir is minimal, since  the impurities concentrate in  local regions.   In


situations where breeze and mountain-valley circulations interact in  the


Baikal  trench, the impurities penetrate intensively in the direction  of  both


the dry land and water  areas.  During these periods,  pollutants  become dis-


tributed over small areas of the  territory  and  retain relatively high con-


centrations.  Subsequently drawn  into the local wind  system, they may spread


over considerable distances.



FORMATION OF CURRENTS IN THE LAKE


     The chief source of motion of  Baikal's water masses are the winds in


its basin.  In limited  areas, an  appreciable  influence is  exerted by  iner-


tial jets formed by large inflows.   Above the water area of  the  lake  and


particularly above the  central and  southern parts,  the northwesterly  type


of wind fields predominate during the course  of the year (frequency,  31%).


Strong winds of southeasterly direction are frequently observed  near  the


eastern shore of southern Baikal.  Another characteristic  feature of the


entire  region is the simultaneous presence of northwesterly  wind currents


on the western shore and southwesterly  ones on  the  eastern shore.


                                    B-103

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     The frequency of winds of different velocities  is approximately  the



same for all directions during the annual cycle.  The wind  speed  is in  the



5-10 m/sec range most of the time, but  it may  reach  16-20 m/sec during  the



spring-summer period.



     Wind-generated currents form several types  of circulation of water



masses in the lake.



     Large-scale cyclone-type circulations  cover all three  parts  (basins)



of the lake, the number of such circulation being 6-7.  Inside, mesoscale



eddies and secondary circulation, particularly in regions with a  hetero-



geneous bottom and shore, exist along the -coastal macrocirculations.



     Insofar as it has been studied, the wind  regime above  Baikal makes it



possible to estimate the duration of water-lowering  (raising) circulation


                                         18
processes in the lake at 40 to 80 hours.



     Currents are observed in the lake  everywhere, including  deepwater



areas.  The current speed has an annual variation; it  increases with  an



intensification of the winds after the  lake  is cleared of ice in  May-June,



declines during the summer period of scarce  winds, and  increases  during the



autumn storm period.



     The horizontal structure of the current  fields  is  fairly complex,



particularly in the coastal regions.



     The average speed of  large-scale circulations  is  around  2-3  km per day



(2.3-3.5 cm/sec) during the navigation  season  and  1-1.5 km  per  day  (1.1-



1.8 cm/sec) during the ice period, but  individual  large-scale gusts can be



an order of magnitude higher.  The gusts last  an average  of 20-30 h.



     Among other circulatory  formations,  the  highest frequency  is displayed



by eddies 1-2 km in size.  Late  in autumn,  in  the presence  of strond  wind




                                    B-104

-------
and when the temperature stratification  is  practically  absent,  eddies  from



6-7 to 5-10 km occur.



     Hydrochemical surveys made  in  the coastal  strip  revealed  finer  turbu-



lent structures 0.5-1 km in size.   It is possible  that  these eddies  have  a



local character related to the inhomogeneity  of the shoreline.



     A characteristic feature of currents in  the 8-10 km  shore  strip is



their practically identical direction over  the  entire thickness  of  the layer



from the surface to the bottom.



     However, within this area there exist  several characteristic  features

                      /•

in the transport of thie water masses.  The  current speeds  at a  distance of



0.4-0.6 km from the shore are 1.5-2 times lower than  at 1.5-2 km.   Slight



eddylike circulations of different  types and  sizes frequently appear in this



strip.  The transport in the strip  up to 1.5  km is much less than  in the



zone located at a distance of 1.5-3 km.  Steady and strong alongshore  cur-


                                                                       25
rents begin to appear at approximately the  same distance  (1.5-2.5  km).



     At a distance up to 2-3 km, the current  speed is 1.5-2 times  lower



than at 3-5 km from the shore.



     In the deepwater part of the lake,  the observed  maximum of current



speeds ranges from 25 to 50 m, then the  speeds  slow down,  and below 100 m



toward the bottom become almost  homogeneous in  magnitude  and direction.



According to observations in southern Baikal  during the open period, the



average current speeds  for the navigation season are  in the 12-18  cm/sec



range at a depth of 15 m and 4-8 cm/sec  range at 50 m and lower.   The



speeds increase everywhere from  summer to autumn.



     The vertical structure of the  current  speed profile  is determined to a



considerable degree by  the temperature stratification of the water masses.




                                     B-105

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When the latter  is constantly present,  the  speed values  averaged  over




several days and the directional  stability  decrease  from the  surface to  the




thermocline layer.  Below  the latter,  they  increase,  then the speed de-




creases smoothly with depth.




     In deepwater parts of  the  lake, according  to  the  character of the




vertical distribution of currents, the  upper  (dynamically active), deep  and




bottom zones are distinguished.   The upper  zone covers 0.3  of the depth,




and contains high values of maximum speeds  and  an  inhomogeneous distribu-




tion of average values during periods  of  temperature  stratification.  In




the deep zone, the currents are more stable and change little with time  and




in speed.  The bottom zone  (without the layer of bottom  friction) is




characterized by a certain  increase in  current  speeds.




     During the cold season, the  currents remain,  but  their speed is much




lower.  A major part of the time  (60%), the speeds under the  ice  are less




than 2 cm/sec.  On the western  shore,  they  were observed during 30-45% of




the observation time, and  on the  eastern  shore, speeds above  2-3  cm/sec




were not observed.  In winter,  in areas located far  from the  shore, speeds




of 5-9 cm/sec were recorded that  remained almost constant in  magnitude and




direction for up to 5-12 days.




     The vertical current  speed profile in  the  upper  3 m layer under the




ice is characterized by very low  values.  Below 3  m,  the speed increases,




then decreases somewhat in  the  area of  the  first thermocline  layer (at




approximately 25 m), reintensifies, then  decreases again.   At the bottom,




the current speed increases slightly.




     In the southern Baikal at  the 15-20 m  level,  a  cylonic circulation




similar to the one observed during the  navigation  season was  observed in






Winter'                             B-106

-------
TRANSPORT OF MATTER IN THE LAKE



     As was indicated earlier, the main  transport  of water masses  in  the



lake takes place in the upper layer, whose thickness amounts  to  approxi-



mately 0.3-0.4 of the lake's depth.



     Observations of the distribution  of water  temperature, aquatic or-



ganisms and certain substances in the  water of  the  lake  showed that during



all seasons, local formations (separate water masses) exist according to



one or several indices.  The dimensions of the  heterogeneous  structures



amount to 0.5-1 to 5-10 km, but "spots" of smaller  size,  distinguished by
                     X
                     '                            18  22
means of hydrochemical indices, were also found.   '



     The coefficients of horizontal turbulent exchange  (K), calculated from



data on currents and dimensions of heterogeneities  of hydrochemical and


                                              252
hydrobiological fields, are of the order of 10  -10  cm  /sec.



     In the near-shore zone of southern Baikal,  for eddies 0.5-1 km in size,


                        4     42
they were found to be 10 -5'10  cm /sec, and at a  depth  of 13 m, 350  m


                    2       32
from the shore, 5-10  - 6«10  cm /sec.



     Data obtained after studying the  distribution  of fluorescent  matter  in


                                  2     32
the shore zone showed values of 10  -  10  cm /sec;  according  to  obser-

                                                                 4.
vations of another tracer,  for the summer-autumn period,  (3-5)«10

  9                                          o   ^
cm /sec, and for winter (across the flow), 10   cm  /sec.



     The average values (K) for the November-December season  on  the Selenga


                                         4   2
shallows were  found to be  in the (2-8) -10  cm /sec  range for  eddies of



approximately  the same size.



     A study of the structure of current fields in  southern Baikal showed



that macroturbulent eddies  in the shore  strip have  an anisotrophic character
                                    B-107

-------
which decreases with  increasing  distance  from  the  shore.  The  isotropy



remains only in small formations up  to  100 m in  size.



     It was also found that  the mean  daily exchange  coefficients  are highly



variable and do not always obey  the  accepted laws  in the  case  of  large-scale



macroturbulent eddies.



     According to the water  temperature and optical  characteristics of  the



water masses, a near-shore zone of deepwater Baikal  having  a width of 1-2 km



is distinguished in the  lake.  Extending  through  it  are  turbid floodwaters,



and it contains the highest  values of gradients  of the indicated  para-


       23 24
meters.  '    The permanent  differences manifested here  between the



values of many indices indicate  the  existence  of  a transverse  component  of



the velocity of the alongshore cyclonic circulation,  directed  toward  the


                                                     2    -3
shore in the surface  layers  and having  a  value of 10 -  10   cm/sec for


                20
the warm period.    The  velocity of  the reverse  process  (horizontal tur-



bulent diffusion) at  the boundary between the  near-shore  zone  and the waters



of the open lake has  approximately the  same value, but on the  average,  the



transport processes have a stronger  influence  on  the distribution of  impuri-



ties.



     The pulling of the  surface  waters  of the  lake toward the  shores by  the



transverse component  of  the  alongshore  flow interferes with the inflow  of



wash products from the shores and with  the runoffs into  the pelagic zone of



the lake.  These substances  will dissolve slowly  in  a comparatively narrow



strip and be transported over long distances.  The localization of impuri-



ties in a comparatively  small volume is most pronounced  in  summer and winter



during periods of vertical stratification.
                                    B-108

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     Analysis of data on the seasonal variation  in water  temperature and  in
the concentrations of chemical elements  in deep  layers  of the  lake makes  it
possible to assert the existence of a vertical circulation.  The  latter
develops with particular intensity above underwater  slopes  in  a near-shore
strip 3 to 9 km wide.  On the average, such circulations  with  speeds of
  -1     -2
10   - 10   cm/sec are most frequent directed downs lope.
     According to hydrochemical data, the processes  of  ascent  of  water
masses in the central part of the lake (~10   cm/sec) and descent near
the shore promote the aeration of deep waters.   These processes take place
intensively in autumn', when the intensification  of wind activity  raises the
horizontal current speeds, and the temperature stratification  attenuates.
     According to preliminary estimates, the substitution time of deep
waters by surface ones is approximately  20 years at  a rate  of  descent of
  -2
10   cm/sec.
     A strong mechanism of vertical mixing of the water masses is thermal
convection.  Calculations of vertical thermal diffusivity showed  a fluctua-
                                               2
tion of the values from unts to thousands of cm  /sec during the course of
a year.  During the period of stable summer stratification,  the diffusivity
                              2
is equal to approximately 7 cm /sec, and during  the  autumn  isothenny,
            2     23
over 1000 cm /sec.    The contribution of thermal convection to the
vertical mixing is many times greater than that  of turbulent diffusion.  We
calculated the average vertical turbulent exchange coefficient from data  on
                                             2   2
current speed fields  to be of the order  of 10  cm /sec.
     The highest values of the thermal diffusivity coefficient corresponds
to periods of development of intensive convection in the  lake  and periods
of spring warming and autumn cooling.

                                   B-109

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     The combination of complex horizontal and vertical displacements of



the lake's water masses as a result of steadily acting large-scale



circulations and periodically forming smaller eddies related mainly to



seasonal phenomena leads to the transport of waters in the upper layer from



the center of the lake to the shores, their descent along the shore slopes



into the bottom region, and ascent of deep waters at the center of the



i i   20
lake.





WATER EXCHANGE BETWEEN INDIVIDUAL PARTS OF THE LAKE - WATER BALANCE



     According to the data of the Limnological Institute, the water exchange
                      s


accomplished by large-scale horizontal circulations within each of the three



main parts of Baikal takes place most intensively in the upper 40% of the



water mass.



     Table 1 gives long-term average water balances of individuals parts of


                    20
the lake for a year.



     The water balance of Lake Baikal, according to the calculation of the



State Hydrological Institute based on observations for the period from 1901



to 1970 and Limnological Institute for approximately the same period, is


                     21
presented  in Table 2.





BASIC ECOLOGICAL IMPORTANCE OF THE SELENGA REGION



     In connection with the prospect of economic development of certain re-



gions in the Selenga River basin, augmentation of the river load with



treated waste as well as particles of soil cover washed into the river is a



possibility.



     The importance  for Baikal of the chemical runoff of the Selenga and of



the processes taking place in the river, especially its lower course, delta





                                    B-110

-------
 TABLE 1.  AVERAGE LONG-TERM WATER BALANCES OF PARTS OF BAIKAL IN ONE YEAR, km
                        (Verbolov and Shimarayev, 1972)
Elements of Balance
Northern part
   of lake
             Central part
               of lake
Southern part
   of lake
                                      GAIN
Inflow (surface and under-
  ground)

Precipitation

Inflow from neighboring
  part of lake (runoff)
TOTAL
    13.8

     3.7
    17.5
                 23.7

                  2.8

                 13.9
           (from northern
                 part)

                 40.4
    23.4

     2.8

    36.2
(from southern
     part)

    62.4
                                      LOSS
Evaporation

Outflow into neighboring
  part and Angara River
TOTAL

Inflow when water level
  is raised*
     3.6
    13.9
                  3.5
                 36.2
(into central   (into southern
                     part)
part)

17.5

20
                     39.7

                     20 from south
                     10 from north
     2.3

    60.1
 (into Angara
    River)

    62.4

    10
Outflow when water level  .
  is lowered*

Volume of waters in part
  of trench

Conventional time of water
  exchange (loss + wind
  tides) volume = years
    10
  7020
   225
                 20 from north
                 10 from south
    20
               9200
  5450
                132
    66
*The longitudinal profile of  the  lake  level was assumed  to be  the  same  as  in
 a uninodal seiche.
                                       B-lll

-------
        TABLE 2.  WATER BALANCE OF LAKE BAIKAL DURING THE PERIOD 1901-70

Elements of Balance               mm/year         m^/sec       km^/sec      %

          (1) As calculated by the State Hydrometeorological Institute

                                      GAIN

Surface inflow                     1914            1910         60,28
Precipitation                       405             404         12,76
Total                              2319            2314         73,04

                                      LOSS

Runoff through Angara River        1888            1884         59,46
Evaporation                         416             415         13,10
Accumulation                         15              15          0,48
Total                              2319            2314         73,04


                           (2) After A.N. Afanas'yev

                                      GAIN

Precipitation                       296                          9,29     13,1
Condensation on surface of
lake
Inflow of river waters
Inflow of ground waters
Total

Runoff from lake
Evaporation
Total
27
1870
(68)
2261
LOSS
1916
331
2261
0,82
58,75
2,30
71,16

60,39
10,33
71,16
1,2
82,7
3,0
100

84,8
14,6
100
                                      B-112

-------
and contiguous region of the lake, consists  in  the  fact  that  the  Selenga  is




a principal tributary which actively participates in  the  formation  of  the




ecosystem of this body of water.  The value  of  the  Selenga  delta  region and




of the shallow zone encircling  it also  lies  in  the  growth and  development




of the Selenga whitefish young  exclusively in this  area.  Initially, after




its larvae have hatched, in April-May,  the whitefish  remains  in the delta




for 35-45 days, and in shallows, until  mid-August.  Hence,  until  the end  of




June, the whitefish young are under the direct  action of  the  substances




entering the delta with the river runoff and during the  subsequent  period




are exposed to the influence of the waters diluted  in the shallows.  If the




level of toxic pollutants in the water  of the Selenga from  April  to August




is an active one for fish, there is no  doubt that it  can  have  an  even




stronger influence on the remaining trophic  links of  the  Selenga  shallows.




     An essential role in all seasons is played by  the runoff  of  suspended




matter and waters of the Selenga in the formation of  bottom sediments  of




the shallows.  The studies performed also indicate  that  the suspended




material is affected by the processes of pollution  and self-purification  of




the reservoir.







TEMPERATURE REGIME OF WATER IN  THE SOUTHERN  PART OF THE  LAKE




     Baikal is a cold-water lake with water  temperatures  changing little  in




the course of  the year at depths of over 150 m. While in the  surface  layer




of water in different seasons,  the temperature  ranges from  0.3°C  in February




to 15°C in August, starting at  a depth  of  150-200 m it is approximately  con-




stant at 3.3-3.9°C the year round.




     At least 40-50 days pass after the ice  of  the  lake  breaks before  the




upper 20-meter layer of water warms up  to 3.3-4°C and the spring  homothermy



                                   B-113

-------
sets in.  In southern Baikal, it usually corresponds  to  the  third  ten-day


period in June.  At the start of the warming period (May - early June),  the


isothermal layer is thin and its water temperature  low.  During the  first


two to three weeks after the ice break, the water temperature in southern


Baikal remains at the 0.5-1°C level in a layer of water  only a few meters


thick.


     The summer warming of open waters of southern Baikal lasts from the


spring isothery (end of June) to the middle and end of August.  By that


time, the surface layer of water has warmed up to 12-15°C, and occasionally


higher.


     During the period of summer warming, the temperature stratification of


the water mass is well-defined, especially after long periods of calm.


During this time, one distinguishes a layer of increased temperatures


(epilimnion) with a low gradient of their decrease with  increasing depth,


an intermediate layer with a sharp temperature drop - the discontinuity  or


thennocline layer, and hypolinmion - a layer with lower  water temperatures


and small gradients of their decrease with depth.


     At the start of the period of summer warming,  the thermocline layer is


established at a depth of only 2-5 m, and toward the  end of  August descends

                                                                       96
to 4-5 m in northern Baikal and 10-25 m in central  and southern Baikal.




BRIEF CHARACTERIZATION OF CLIMATIC CONDITIONS OF THE  SELENGA REGION


     Expeditionary studies in the area of the Selenga delta  and shallows and


observations at stationary weather stations in this region offer convincing


evidence of the presence here of conditions and seasonal meteorological  pro-


cesses common  for Baikal and its littoral atmosphere.
                                    B-114

-------
     The climate of the delta area is continental, but,  like  on  the  entire



shore, milder than in regions distant from the  lake.



     The mean annual air temperature is -0.7°C,  the July  temperature is



+17.5°, and the January temperature, -21.1°.  The  duration of  the period



with air temperatures above 0° is 170-180 days.



     The total annual atmospheric precipitation is 250-400 mm, and the mean



long-term precipitation is about 315 mm.  The major part  of  the  precipita-



tion occurs during the warm season.  The maximum is observed  in  July and



August, and the heaviest precipitation occurs in the  second half of  June.



     Evaporation in the Selenga region changes  appreciably from  one  year  to


                                                                   2
the next.  The total absorbed radiation is approximately  90 kcal/cm   year.





DISTRIBUTION OF SELENGA WATERS IN THE LAKE -  INFLUENCING  FACTORS



     The Selenga is the most substantial tributary of Lake Baikal.   The area



of its basin amounts to 83.4% of the territory  of  the lake's  water runoff,



and the water runoff amounts to 50% of the total runoff  into  the lake.  The



Selenga waters flowing into the lake annually introduce  an average of about



4 million tons of solutes  and 2 million tons  of suspended matter (75% of



the annual inflow of salts and 70% of suspensions brought into the lake



with all river waters).



     The distribution o,f the Selenga waters  in  the lake  takes  place  via a



system of numerous delta branches (Figure 1).


                                  2
     The delta area is over 600 km  , the outer  edge being about  70 km



long.  During the period of highest water content  in  the  river,  approxi-



mately 30 branches are counted in the delta.  During  the  period  without  ice



cover, about 90% of the Selenga River runoff  is carried  from the north  and
                                    B-115

-------
Fig. 1.  Delta of Selenga River and its branches




         1 - Shamanka, 2 - Kharauz, 3 - Galutay,




         A - Srednyaya, 5 - Krivaya, 6 - Kolpinnaya,




         7 - Severnaya, 8 -'Lobanovskaya,




         A - Kharauz weather station
                      B-116

-------
                        1000
Fig. 2.  Diagram of depths in the region of Selenga  shallows
                                                             26
                       B-117

-------
southern parts of the delta through 8-10 main branches.*   The  entry  of



river waters into the lake through branches of  the central part of the delta


.    .  .   .c.     8,9
is  insignificant.



     The largest navigable branch, Kharauz, located  in  the southern  part  of



the delta,  usually gives less than 20% of  the total  runoff, with the  re-



maining large branches giving no more than 5-10%.



     When the river discharges in the section before the  delta are close  to



average (1500 m /sec), 50-60% of the runoff enters the  southern part  of



the delta and 35-45% enters the northern part,  of which 30% goes into



Proval Bay.  At discharges of 1500-2000 m  /sec,  the  runoff is  approxi-



mately evenly distributed between the southern  and northern parts of  the



delta.  If the discharges exceed 2000 m /sec, 50-60% of the runoff enters



the lake through branches of the northern part  of the delta.



     In winter, 90-95% of the river waters located at the apex of the delta


                                  3
enter the lake through one branch.



     According to the data of hydrological observations,  the penetration  of



river flows into the lake depends on the water  content  of the branches and



speed of the flows at the exit to the lake.  In the  main  branches, the speed



of  the currents most commonly fluctuates between 30  and 60 cm/sec.   At an



average speed of about 30 cm/sec in one of the  main  branches,  the Selenga



water extends over a distance of 3 km into the  lake, expanding by a  factor



of  more than 4-6 in this stretch.  At the  maximum speed of flow, 70  cm/sec,



observed mainly during the passage of a flood,  it extends over 9 km  into



the lake, and at the minimum speed, 6 cm/sec, over 0.3-0.4 km.
*According  to  some  estimates,  through  6-7  branches,
                                     B-118

-------
     Further, distribution of the Selenga waters  in  the  lake  is very com-



plex, and judging from available data, is explained  in different ways by



some of the  investigators.  This pertains primarily  to the directions and



magnitudes of water exchange between the individual  parts of  the lake, and



hence, to the transport of the solutes and suspended matter present in the



water.



     The size of the water area over which the Selenga waters are distri-



buted as a function of hydrometeorological conditions can apparently vary



from tens to a thousand or more square kilometers.   There are as yet no



sufficiently precise comprehensive criteria  to permit one to  determine from



generalized  indices the boundaries of the zone of penetration of river



waters into  the interior of the lake.  If, for example,  the average current



speed in the open lake, 5 cm/sec, is used as  the  only citerion  for a con-


                                                   2    .
tact boundary, the size of the area  is about  500 km  , with the  principal



direction of elongation of the zone  along the northeastern shore.



     During  the period of flooding,  when the  flow of the Selenga water is



heaviest, it can reach the western shore and, entering the system of macro-



circulation  currents penetrate into  southern  Baikal.  At low  discharges,



the northward distribution of the Selenga waters  into central Baikal is



more probable.  As is evident from the comparison, these data'almost contra-



dict the above conclusions that the  river runoff  is  distributed over the



branches as  a function of the water  content  (see  p.    ).



     The formation of currents and zones of  propagationof substances in the



Selenga shallows, in addition to being affected by the penetration of  river



flows from the delta branches, is also dependent  on  the  characteristics of



the local wind field above the lake.




                                   B-119

-------
     The principal directions of  the wind  in  the  region  of  the  Selenga


shallows are southwesterly and northeasterly.  The wind  of  NE direction  is


observed with particular frequency on  the  western shore,  opposite  the


Selenga delta.  During the navigation  season,  the frequency of  winds of


these directions amounts to approximately  20%  each.  The  highest wind speeds


are usually observed slightly to  the north of  the delta.


     As an example, Figure 3 (Table 3)  shows  the  principal  wind directions


and average speeds recorded by observations on ships in  June-August.


     Owing mainly  to the constancy of  the  wind directions (with the preva-


lance of northeasterly ones), horizontal currents which  retain  their direc-


tion the year round are created in the  lake.   One of them,  the  Selenga  cur-


rent, was observed back in the 1920's.  According to the  observations,  in


calm weather the waters of the Selenga  flow into  Baikal  in  two  branches:


to the northeast and southwest in the  direction of the head of  the Angara


River.  The main flow, hugging the western shore  of Baikal, travels to  the


southwest in a band a few kilometers wide.  The Selenga  River waters, mixed


with the lake waters, can be easily distinguished by their  reduced trans-


parency and color  index, as well  as hydrobiological and  hydrochemical in-


dices.  It has been found that in the  area of  the head of the Angara River,


the Selenga waters are observed to a depth of  5 m in summer and 20-50 or


even 100 m in winter.  The current speed in a  stable flow in winter  is  2.7


cm/sec.26'27           .:'


     During SW winds, waters of the Selenga River are detected  along  the


eastern and northeastern shore of the  lake over 120-130  km. When  the band


is 3-5 km (occasionally up 7-8 km) wide, they  occupy an  area of 500-600

  2
km  in the central part of the lake.   In the  presence of NE winds, the



                                    B-120

-------
Fig. 3.  Average wind speeds (m/sec) in June-August and wind roses




         on the Selenga shallows
                          B-121

-------
  TABLE  3.   AVERAGE  WIND SPEED (m/sec) IN JUNE-AUGUST BASED ON DATA OF SHIP
          OBSERVATIONS  ON THE  SELENGA SHALLOWS, AND FREQUENCY OF WINDS
                  OF  DIFFERENT DIRECTIONS AND CALMS (in %)16

          Average
Stations    Speed	N     NE     E     SE     S     SW     W     NW     Calm

  16        3,5        9,4    13,0   8,0    9,4   4,3   13,7   11,6  14,5    16,1

  17        4,1        9,8    15,7    -     7,8   3,9   13,7   23,5  15,7     9,1

  14        2,7       10,6    10,6  10,6    7,6   1,5   16,7   10,6   4,5    24,6

  15        3,1        8,9    25,9   4,5    7,1   7,1   21,4    7,1   9,8     8,2

  10        2,7        2,9    17,6   4,4   10,3  13,2   26,5    7,4   5,9    11,8

  11        2,7       11,9    23,8   8,3    6,0  10,7   16,7    2,4   9,5    10,7
                                    B-122

-------
Selenge waters spread over approximately the same area to the  south of the




delta.  Having a higher temperature and lower density, the waters of  the




Selenga River spread mainly through the surface layers of the  lake to a




depth of 10-20 m.




     An essential role in the further mixing of the water masses is played




by the vertical motion of the flows, which leads to an equalization of the




properties of the water masses, formation of an epilimnion, thermocline,




and hypolimnion.  According to the data of the Limnological Institute, the




contribution of the thermal convection mechanism to vertical mixing is many




times greater than that of turbulent diffusion.  A special role  is played




in the spring separation of shallows and estuaries by the formation of




thermal bars.




     In addition to the thermobar phenomenon, the thermocline  present in  the




upper layers of the lake during 75-80% of the year is also important.  By




isolating waters of the most biologically active upper layer (epilimnion)




from the main water mass, the thermocline raises the concentration of im-




purities inthe upper trophogenic zone of Baikal.  Both of these  phenomena




promote the accumulation of impurities around the areas of the lake near




estuaries.  In the summertime, warm river waters containing matter not




characteristic of the natural lake water background, spread mainly along




the shores in a comparatively thin  surface layer.




     Hydrological observations made during the cold season lead  to the as-




sumption that the system of currents formed under the action of  wind  during




the navigation season remains essentially unaffected for a long  time.  This




is confirmed by studies made during the period of November-March.  However,




with time, the speed and stability  of the currents may decrease.






                                    B-123

-------
     It may be assumed that the mechanisms  of  transformation  of  currents



consists in a steady  transfer of  energy  from macroturbulent formations  to



smaller structures.  This also leads  to  the conclusion  that the  role  of



such structures in the migration  of impurities present  in  the water masses



increases during  the cold season.



     As a result  of the combined  action  of  runoff  and wind currents,  the



maximum area over which the Selenga waters  differing in  color were detected


                                                    2
during the open season apparently  amounts  to 1500  km  in the  portion  of



the lake adjacent to the delta.



     According to the data of aerial  visual surveys, a  zone of heavier  tur-



bidity exists inside this region.  During period of medium runoff, its  area


                         2
is no smaller than 150 km  at the  outer  edge of  the delta  and of approxi-



mately the same size in Proval Bay, located north  of the delta.


                                                                 2
     In the shallow-water Proval  Bay, whose total  area  is  150 km , the  mo-



tion of the waters is chiefly determined by the wind active above the bay.



The runoff current is manifested  here only  in  the  southern portion of the



bay, into which empties the most  heavily flowing of the  northern tributaries



of the Selenga River.  The speed  of the  total  current in the  bay is  5-18



cm/sec less than  in the adjoining  open  regions of  the lake, but  in the  pre-



sence of strong winds, it values  reach  60-65 m/sec.  The water exchange of



Proval Bay with the open lake under calm and weak  wind  conditions is  slight



and caused by the inflow of river waters-.



     Studies on models of runoff  currents  of the Selenga and  Angara  Rivers



and wind currents do  not give definite  answers concerning  the spread  of



Selenga water.
                                    B-124

-------
     One laboratory study of a hydraulic model  of Lake Baikal*  confirmed

field observations of hydrochemical  indices  and  turbidity, which  indicated

penetration of Selenga waters to  the western  shore.

     The modeling revealed the development,  near the northwestern shore in

South Baikal, of a cyclonic circulation and  a transit current promoting the

transport of Selenga waters into  the southern basin.

     The time taken by the Selenga waters  to  reach  the flow  of  the  Angara

amounts to an average of about a  year  and  a half, according  to  calculations
                     2
made with this model.

     Because of the characteristics  of the wind  regime of  the Selenga

region, the transport of waters to the north  predominates  in spring-summer

near the southeastern shore, and  to  the south in autumn.

     At the same time, .the distribution of current  speed fields with time

remains complex.  A sharp change  in  current  directions can take place  here

in one or two days.  The average  current speeds  during the navigation  season

in the central part of the shallows  at a depth  of 15 m are 15 cm/sec,  and

at 150 m, cm/sec.  At a distance  of  150 m  from  the  lake edge of the delta,

opposite one of the large estuaries, the speed  in the surface  layer in

different parts of the ^stream was 7-19 cm/sec,  and  at a distance  of 300 m,

13 cm/sec.  Thus, it  is apparent  that  in addition to alongshore currents

with speeds of 20-30 cm/sec, a circulatory formation with  low  speeds,  2-10

cm/sec, exists in the central part of  the  region.
*According  to  field  studies, 40%  of  the  discharge  of  the  Selenga River was
 supplied to the northern branches and 30%  each  to the  central  and southern
 branches.
                                   B-125

-------
     During the winter season, currents  to  the  shallows  are  attenuated  and




clearly observed only across from the active branches of  the  delta.  No cur-




rents are observed at distances of 3 km.




     During the ice period, in the region adjacent  to the Selenga River




delta, if currents along the shore are present,  they are  under 2 cm/sec.




The speeds of deep current (below 150 m) during  this period  are more appre-




ciable than those of surface currents.   Speeds  of 5-7 cm/sec  or even 10




cm/sec have been observed, although 60%  of  them  did not  exceed 3 cm/sec.




     In the northern part of the Selenga shallows,  the current speeds are




low in all seasons, and according to observations during  the  navigation sea-




son, they are of a pulsed character that duplicates the wind  regime.




     It has been noted above that the surface currents on the Selenga shal-




lows are marked by a considerable complexity and inhomogeneity.




     Because of frequent changes in wind directions and  sometimes even  in




the presence of stable winds, the current fields in the  shallows may vary




considerably during a short time interval.  As  an example, Figure 4 shows a




current pattern recorded in the surface  layer over  the course of two days.




Preservation of current fields as long as ten days was observed less fre-




quently, despite the variability of the  wind conditions.  As  a rule, cur-




rents of deepwater circulation are more  stable  and begin  to be manifested




in  the shallow-water region at depths of over 40-50 m.




     During the navigation season, the net  transport of  water masses in the




Selenga shallows near the southeastern shore is  directed  eastward, and  near




the northwestern shore, westward.  The average  transport  speeds for the




entire cross section of the flow are  1-3 cm/sec, and lower  in summer than




in  autumn (particularly in November-December).   In  the central region of





                                   B-126

-------
Fig.  4.   Diagram of surface currents in the Selenga region in the

                                  0
         presence of various winds


         1 - prevailing southwesterly wind  (30 August 1972);


         2 - prevailing northwesterly wind  (31 August 1972);


         3 - steady lasting northwesterly wind  (8 September 1972)
                         B-127

-------
the shallows, a turn of  the current across  the  lake  is  observed  (most  fre-



quently) in the upper layers.



     The average duration of a current  in a single direction, based  on



autumn data at a station located 7 km from  the  delta  at a  depth  of  13 m, was



42 hours (maximum, 5 days), and at depths of 25 and 47 m,  45 hours  (maximum,



7 and 5 days).  The average current speeds  at these depths were  28,  17  and



24 cm/sec.  The macroeddies were 1-4 km in  size, and  the time of action



(existence of the eddies) was 10-40 hours.





WATER EXCHANGE IN THE REGION OF THE SELENGA SHALLOWS



     The predominance in the Selenga region of  SW, NE and  in part,  NNW  winds



makes it possible here to distinguish several types of water mass  transport:



the equilibrium type, in which one or several macroeddies  are located



between the southern Baikal and central Baikal  circulations; wind  tide  type,



whereby waters of southern Baikal intrude into  the shallows over approxi-



mately 1/3 of the extent of the region  or,  coversely, 1/3  intrudes  from cen-



tral Baikal; and a transition state characterized by  a  high turbulence  of



the currents.



     The duration of the intrusion of waters of southern or central  Baikal



into the shallows usually does not exceed 30-40 hours,  and the  return  to



the state (level) of equilibrium takes  place in 1-1.5 hours.  Calculations



show that about 10 km  flows into the southern  part  of  the lake  when the


                                                      3
water level is raised by the effect of  wind, and 20 km   flows out  into



the central part when the water level is lowered.  Observations  established



that during the annual cycle, water transport northward  takes place near



the eastern shore, and southward, primarily along the northwestern shore.
                                    B-128

-------
     Tests on the model showed that under conditions of stormy winds

directed along the lake, water exchange in the basins is approximately 3-4

times greater than between them through the Selenga shallows.


RUNOFF REGIME AND CHARACTERISTICS OF SUSPENDED MATTER OF THE SELENGA RIVER
AND SHALLOWS

     In comparison with other rivers of the lake basin, the Selenga river

has the greatest turbidity.  During the medium low-water level in May, the

river waters may contain 350-400 mg of particles per liter, the average

long-term concentration maximum in May being in excess of 100 mg/£.  The

transparency of Selenga waters during the spring-summer period does not ex-

ceed 0.15-0.20 m and increases to 1.5 m by autumn.

     The chief causes of the higher content of suspended and dragged

material in the river water are the shower character of the rains and the

intense management activity on the territory of the river's watershed.  How-

ever, the rate of chemical denudation in the Selenga basin - 0.0021

mm/year - is less than  for the basin of the entire lake - 0.0052 mm/year.

The latter rate in turn amounts to approximately 1/2 of the average chemical

                                               12
denudation of the earth, equal to 0.01 mm/year.

     The annual distribution of the runoff of suspended matter (in % of the

mean annual value) is irregular:

     Winter             Spring              Summer            Autumn
      1.2               23.2                57.8              17.6

     The (mean long-term) particle size distribution of suspended detritus

of the Selenga River is as follows (in %):

     particles of size  greater than                 0.5 mm    3.2
                        from 0.5 to                 0.2 mm    8.1
                           <0.2to                 O.lmm   ;9.5
                          less than                 0.1 mm   80


                                    B-129

-------
     In the last fraction, 75-90% of the particles are 0.05 mm  in  size.

     During the last decade (1965-74), the mean annual transport of sus-

pended matter into Lake Baikal by the Selenga River, according  to  measure-

ments in the cross section before the delta, amounted to  1.9 million  tons,

with extreme values of 0.8 and 3.8 million tons (in  1972  and 1973, respec-

tively) in individual years of the period.  Measurements  of the runoff of

suspended matter during previous extended time periods up  to 1965  showed

approximately the same values.  For example, the average  removal of suspen-

sions in 1947-62 amounted to 2.3 million tons.
                     s
     The coefficients of variation of the runoff of  suspended matter  during

these two consecutive periods were practically the same:   0.52  and 0.54.

     In terms of concentrations of suspended matter, it was determined that

in 1947-62, the Selenga carried an average of 80 mg/& into the  delta, versus

62 mg/Jt in 1965-74.

     In the view of specialists of the Limnological  Institute,  the present

regime of transport of suspended matter (which has been in existence  for  at

least 30 years) substantially exceeds the mean annual runoff of suspensions

into the lake during the entire period of formation  of the deltaic cone  in

the Selenga delta, equal to 0.9 million tons per year.*

     During the period of rainfall floods, 50% of  the suspensions  are com-

posed of particles smaller than 0.01 mm and 40%, 0.01-0.05 mm.  During the

winter low-water period, the particle size is above  0.05  mm.

     The average sedimentation rate in the region  of the  delta  shallows  is

approximately 150 cm per 1000 years, which is 25 times faster than the
*The value was obtained from the age of  the cone, 2 million years,  its
 volume, 1.2 thousand km^, and  the  density of  the detritus, 1.5  g/cm^.


                                    B-130

-------
average rate for the entire lake.  The volume  of  deposits  on  the  bottom  of


                                 3
the lake has now reached 46000 km  ,  i.e.,  the  Baikal  trench  is  now two-


                            12
thirds filled with sediment.



     With increasing'distance from the delta,  the  suspended material  is



sorted out, and the  types of bottom  sediments  change  from  sands  to clayed



silt.



     In the near-shore sands of  the  outer  delta,  over 75%  consist of  the



0.25-0.05 mm particle size fraction.  This  fraction and  a  finer  one,  0.05-



0.01 mm, predominate in the coarse silts (48%).   In fine and  clayed silts,



approximately 60% consist of particles 0.05-0.005  mm  in  size.



     The content of  organic matter is lowest  in sands,  less  than  1%,  and



maximum, 2.4%, in pelitic silts.  In comparison with  other regions of



Baikal, the bottom sediments of  the  Selenga shallows  are depleted or  organic



matter.



     In the surface  layer of the bottom  sediments  of  the shallows,  the



closer to the delta, the more active the diagenesis of  organic matter.   As



a result, the content of organic matter  (in terms  of  organic  carbon)  in-



creases from 0.35% at depths of  0-5  m to 2.5%  at  100-250 m.



     Allochthonous organic matter  is observed  in  bottom  sediments at  a



distance of 3-5 km from .the shore.



     According to individual observations,  the distribution  of  organic



nitrogen in the bottom sediments of  the  shallows  has  a  spotty structure.



In the southern region near the  delta, the  relative concentration N



equals 0.15-0.20%, and in the northern region, 0.05-0.15%.



     The relative phosphorus content of  the bottom sediments  remains  at



approximately the same level, -0.1%, over  a wide  range  of  depths  (0-250



 <> 13

m)'                                 B-131

-------
     A large portion of the organic matter  of bottom  sediments  of  the  sur-




face layer is represented by readily hydrolyzable compounds.




     It is difficult at the present time  to draw conclusions  regarding  the




annual dynamics of the chemical composition of the  suspensions.  An  analysis




of suspended substances sampled in May give the following  results  (in %  of




air-dried residue):




     C     ~2; P - 0.1; Fe ~ 3; Mn ~ 0.05;  SiO  ~ 60.






DISTRIBUTION OF SUSPENDED MATTER OVER THE SELENGA SHALLOWS




     On the average, a complete exchange  of the lake's waters can  take  place




only in the course of over 400 years.  However, owing to the  existing  system




of circulation currents, the Selenga waters can reach the  Angara River  in




2-3 months.  On the other hand, river waters flowing  into  central  and pos-




sibly northern Baikal can remain in the lake for a  long  time.




     In the deepwater region of the lake, water exchange is slow in  compari-




son with the border regions, pelagic zone,  and near-shore  strip.   As a  re-




sult, in the open deepwater region of the lake, the water  transparency  can




reach 40 m and decrease to 5-10 mm during the period  of maximum plankton




development.




     Turbid waters of the Selenga River,  particularly floodwaters, differ




markedly in color and optical characteristics from  the  transparent lake




waters.  The zone of visible propagation  of the Selenga water usually




occupies a shore strip 1.5-3 km wide and  crosses the  4-5 m isobath.  At




these depths, the water mass is always homogeneous  according  to optical




observations.




     At the same time, hydrochemical observations  in  the region of Selenga




shallows in August-October detected currents promoting  the transport of



                                  B-132

-------
suspensions 20 km  into  the  interior  of  the  lake  and  along the  eastern shore

60 km to the south and  20 km  to  the  north.  Most  frequently,  in  summer,  the

water transparency in the region before  the mouth, even far  from the

shores,  is mainted in the 2-3 m  range,  and  after  storms it may decrease  to

a few centimeters.  The  southern branch,  as the  larger  one,  is traced to a

depth of over 30 m (particularly in  calm weather).   The main index is the

vertical homogeneity of  the stream based on the  water  temperature and trans-

parency.  The northern  stream apparently nmoves  under  the surface waters of

Baikal.     According to  certain  observations,  for example, of  20 July

1962, turbid river waters extended over  approximately  50 km  in the northern

direction and 15 km (farthest distance)  into  the  interior of the lake.   The

water transparency in the zone at the outlet  of  the  branches was up to 2 m,

and at a distance  of 1-2 km,  up  to 9-17  m.  In 1963-64, on the western

shore of southern Baikal near the southwestern end of  the Selenga shallows,

in a region through which pass the dilute Selenga waters, the  water trans-

parency at a distance of 1-1.5 km from  the  shore  ranged from 4-5 m in

August-October to  18-21  m in  June.   In  late May  and  early July,  the trans-
                                              r\r
parency in this  area was in the  8-14 m  range.

     The very frequently observed sharp propagation  boundary of  the Selenga

waters is related  to the particular  character of the turbulent diffusion

processes involved and  to the thermobar phenomenon arising at the inter-

face of the shore  waters and  the colder lake  waters.

     The dilution  in the strip  is very  indefinite, not more  than 3-4-fold,

the dimensions of  the region  being  as  follows:  length, 10 km; width, 2 km;

layer thickness, about  20 m.  The turbulent diffusion  coefficients, cal-

culated for this  layer  for  a  speed  of  alongshore current  of about 5 cm/sec,
                                    B-133

-------
           42                   2
are K  " 10  cm /sec and K  ~ 10 cm /sec.  The  clear-cut  interface
     X                    X


of the water masses and low dilution indicate that  the course of  the  im-



purity propagation process cannot be described  by the parabolic equation  of


                    18
turbulent diffusion.    The propagation  of the  impurity has a flow  charac-


                                         18
ter with fairly well-defined boundaries.




     The content of suspended matter in  the water of the  Selenga  shallows



varies appreciably in the course of a year.  As  one moves a considerable



distance away from the delta branches, the concentration  of suspensions



usually decreases by a factor of 10-15,  and as  a rule, reaches  its  maximum



throughout the shallows in August-September.



     In May-June, when the concentration of suspended matter  in the Selenga



River at the exit from the delta is most often  only 23-26 mg/£, the average



concentrations of suspended matter in the region of the lake  adjacent to



the delta are also high in comparison with the  mean annual values.   At a



distance of 1.5 km opposite the branches, the level of suspended  matter  is



13-20 mg/£, and at a distance of 21 km 0.8-1.2  mg/&.



     During this period, the water temperature  in the river and 21  km from



the outlet of a branch is 12° and 4°C, respectively.           >



     The high level of suspension concentrations in the water of  the shal-



lows in May-June is also characterized by a high degree of homogeneity from



the surface to the bottom over a considerable distance from the branches,



up to 7.5 km.  The average concentration, level  at this boundary is  2-4



times the mean annual level.  Tables 4-7 present data characterizing in  de-



tail the state of the aqueous medium in  terms of the May-June parameters



discussed.
                                    B-134

-------
TABLE 4.  WATER TEMPERATURE INTERVALS IN LATE MAY - EARLY JUNE ON THE
                  ;         SELENGA SHALLOWS
             (Based on observations in individual years)
Distance from
delta, km 1,5 3 5
Depth, m
0 10,0-12,5 3,6-5,9 2,8-4,2
5 6,0-10,3 3,2-7,4 2,7-6,6
10 ; 3,4-6,4 2,7-6,4
25 3,7-6,7 2,7-5,8
50 2,8-4,2
100
200
400
600
10 21 27
2,1-3,2 2,6-2,9 2,0-2,8
1,9-3,5
1,7-3,8 1,6-2,9
1,7-4,1 2,7-3,2
1,7-4,8 2,7-3,4
2,9-3,5
3,5
3,4-3,5 3,5
3,4-3,5
                               B-135

-------
   TABLE 5.  WATER TRANSPARENCY (m) IN MAY-JUNE ON THE SELENGA SHALLOWS
               (Based on observations in individual years)
Distance from
delta, km
Interval
of values
observed
Average
0 1,5 3
0,5-1,2 0,5-2,5 0,8-5
0,5 1,3 3
5 7,5
1,5-7 2-10
5 7
10 21 27
8-12 15-22 15-22
10 17 18
TABLE 6.   CONCENTRATION OF SUSPENDED MATTER IN WATER (mg/&) ON THE SELENGA
               SHALLOWS IN JUNE 1969; SURVEY OF ONE SECTION
Distance
delta,
Depth, m







from
km
0
5
10
25
50
200
400
600
1,5 3 5 7,5 10 21
8 1,8 0,6 0,5 0,6 0,5
10 1,8 0,7 0,5 0,5 0,5
1,5 0,6 0,6 0,5 0,5
1,5 0,6 0,8 0,5 0,5
0,8 0,6 0,5
0,6
0,6
0,6
27
0,5
0,6
0,6
0,5
0,5
0,5
0,6

                                 B-136

-------
TABLE 7.  CONCENTRATION OF SUSPENDED MATTER IN WATER (mg/&) ON THE SELENGA SHALLOWS ON 18-20 JUNE 1971
                           (Concentration ranges and average of 5 sections)
Distance from
delta, km
Depth, m 0

10

td
L 25
U)
50

100

200

1-1,5 3-4
Concen- Concen
tration Aver- tration Aver-
range age range age
5,9- 12,3 0,7- 5,6
22,6 12,3
5,4- 7,6 0,5- 5,3
9,7 10,7
0,3- 2,4
3,7






5
Concen-
tration Aver-
range age
3,3- 5,8
8,3
2,4- 5,0
7,6
2,3- 2,5
2,7
2,6- 2,6
3,1




6,
Concen-
tration
range
1,0-
2,2
0,8-
4,1
0,9-
1,9
0,8-
1,6
0,8-
1,2


5-9
Aver-
age
1,3

2,2

1,4
1,2

1,3



12,5 18-19
Concen- Concen-
tration Aver- tration
range age range
1,2 1,2 0,9-
1,0
0,8 0,8 0,8-
1,0
0,9-
1,2
0,9-
1,4
0,7 0,7 0,7-
2,0
0,6 0,0 0,6-
1,0
Aver-
age
1,0

0,9

1,0
1,1

1,3

0,8


-------
                                 REFERENCES
1.   M.M. Aybund, V.P. Kratsov, Ye. N. Podozerov and Yu. B. Chegurov.  Mo-
     tion of waters in large bays and their water exchange with open parts
     of Lake Baikal, Trudy GGI, Issue 231, Gidrometeoizdat, Leningrad, 1976,
     p. 231.

2.   V.A. Znamenskiy.  Study of runoff and wind currents on a hydraulic
     model of Lake Baikal.  Trudy GGI, Issue 231, Gidrometeoizdat,
     Leningrad, 1976, p. 231.

3.   M.M. Aybund.  Characteristics of runoff distribution  in the Selenga
     River delta at different water contents.  Abstracts of reports at
     Third All-Union Hydrometeorological Service Conference-Seminar on the
     Hydrology of Estuarine Areas of Rivers.  Moscow, 31 March - 3 April,
     1976.  COIN, 1976, p. 38.

4.   V.W. loganson.  Role of mountain forests in the formation of the runoff
     and water regime in the basin of Lake Baikal.  Voprosy geografii, 102,
     pp. 115-121.  Mysl1, Moscow, 1976, p. 207.

5.   V.I. Verbolov.  Variability of water currents and temperature.  Trudy
     Limnologicheskogo instituta Vol. 12 (32), Nauka, Lenigr. Sec.,
     Leningrad, 171, p. 293.

6.   M.N. Shimarayev.  Certain features of long-term variation of hydro-
     meteorological elements.  Trudy Limnolog. in-ta Vol.  12 (32), Nauka,
     Leningrad, 1971, p. 293.

7.   B.A. Bogoyavlenskiy.  Natural boundaries of the Selenga River delta.
     Productivity of Baikal and anthropogenic changes of its character.
     Irkutsk,  1974, p. 320.

8.   M.M. Aybund, A.I. Babkov and Ye. D. Yegorikhin.  Results of  study of
     surface currents in the Selenga region of Lake Baikal by means of
     aviation.  Trudy GGI, Issue 205, Gidrometeoizdat, Leningrad, 1975, p.
     131.

9.   B.F. Lut.  Basic features and genesis of bottom relief.  Tr. LINa Vol.
     12 (32).  Nauka, Leningrad Sec., Leningrad, 1971, p.  293.

10.  P.O. Sherstyankin.  Dynamics of the waters of the Selenga shallows  in
     early summer based on data of distribution of optical characteristics
     and water temperature.  Nauka, Moscow-Leningrad, 1964, p. 193.

11.  L.K. Vlasova.  Runoff of suspended detritus of Baikal rivers.  In:
     Bottom Sediments of Baikal.  Nauka, Moscow, 1970, p.  160.

12.  K.K. Votintsev.  Chemical denudation in the Baikal basin and role of
     its products in  sedimentation in the lake (pp. 64-68).  In:  Bottom
     Sediments of Baikal.  Nauka, Moscow, 1970, p. 160.

                                   B-138

-------
13.  I.E. Mizandrontsev.  Chemical composition of ground solutions and
     waters of the bottom layer.  In: Limnology of Near-Delta Areas of
     Baikal.  The Selenga Region.  Nauka, Leningrad, 1971,  p. 293.

14.  G.S. Goldyrev, L.A. Vykhristyuk and F.I. Lazo.  Bottom sediments of
     the outer delta of the Selenga River, In: Limnology of Near-Delta
     Areas of Baikal.  The Selenga Region.  Nauka, Leningrad, 1971, p. 293.

15.  V. Ya. Zyul'kina.   Importance of suspended detritus and bottom sedi-
     ments in the self-cleansing of Selenga River waters of volatile
     phenols.  In: Productivity of Baikal and Anthropogenic Changes of its
     Character.  Irkutsk, 1974, p. 320.

16.  M.N. Shimarayev.  Some characteristics of wind conditions above  the
     surface of Baikal during the navigation season.  Trudy Limn, in-ta
     Vol. V (XXV), Nauka, Moscow-Leningrad, 1964, p. 193.

17.  I.V. Lebedev.  Principal results of a study of the winter hydrological
     regime of the Selenga shallows of Lake Baikal.  In: Raboty Irkutskoy
     gidromet. observatorii, Issue 5, Irkutsk, 1970.

18.  V.I. Verbolov.  Coefficients of horizontal macroturbulent exchange in
     the near-shore zone of southern Baikal.  Tr. Limnol. in-ta 14 (34).
     Nauka, Leningrad Sec., Leningrad, 1970, p. 213.

19.  L.A. Vykhristyuk.   Organic matter and its transformation in bottom
     sediments.  Tr. Limnol. in-ta, Issue 21 (41).  Nauka,  Siberian Sec.,
     Novosibirsk, 1975, p. 287.

20.  V.I. Verbolov and M.N. Shimarev.  Water exchange in Baikal.  Dokl.
     inst. geografii Sibiri i Dal'nego Vostoka, Issue 36, Irkutsk, 1972.

21.  Z.A. Vikulina and T.D. Kashinova.  Water balance of Lake Baikal.  Tr.
     GGI Issue 203, Gidrometeoizdata, Leningrad, 1973, p. 268.

22.  A.V. Znamenskiy.  Concerning processes of internal water exchange and
     turbulence on Lake Baikal.  Trudy GGI, 203, Gidrometeoizdata,
     Leningrad, 1973, p. 268.

23.  V.I. Verbolovm V.M. Sokol'nikov and M.N. Shimarev.  The hydrometeoro-
     logical regime and heat balance of Baikal.  Nauka, Moscow-Leningrad,
     1965.

24.  L.M. Galkin, V.M.  Sokol'nikov and M.N. Shimarev.  Distribution of
     floodwaters in southern Baikal.  Tr. Limn, in-ta, Vol.  14 (34),  Nauka,
     Leningrad, 1970.                                         -i

25.  M.M. Aybund.  Results of  full-scale  studies of currents in  southern
     Baikal.  Tr. GGI,  203, Gidrometeoizdat, Leningrad,  1973.

26.  M.M. Kozhov.  An outline  of Baikal  limnology.  Vostochno-Sibirskoye
     knizhnoye izdatel'stvo, 1972, p. 254.

                                   B-139

-------
27.  V.M. Sokol'nikov.  Currents and water exchange in Baikal.  Tr. Limnol.
     in-ta SO AN SSSR, Vol. 5 (XXV).  Moscow-Leningrad, Nauka, 1964.

28.  L.M. Knyazeva.  Present precipitation in the southern part of Lake
     Baikal.  Tr. Bayk. Limnol. stantsii Vol. XV, AN SSSR, Moscow-
     Leningrad, 1957, p. 464.
                                    B-140

-------
                                 APPENDIX C

    RESULTS OF HYDRODYNAMIC AND DISPERSION CALCULATIONS FOR LAKE BAIKAL
                              AND SEA OF AZOV
Figure Number                                                          Page

   C-l         Steady-state hydrodynamic model calculation for
               Lake Baikal with southwest wind	   C-3

   C-2         Steady-state hydrodynamic model calculation for
               Lake Baikal with northeast wind	   C-7

   C-3         Steady-state hydrodynamic model calculation for
               Lake Baikal with northwest wind	   C-ll

   C-4         Steady-state hydrodynamic model calculation for
               Lake Baikal with southeast wind	   C-15

   C-5         Steady-state hydrodynamic model calculation for
               Lake Baikal with southwest wind and northern
               basin ice covered	   C-19

   C-6         Dispersion model calculation for Lake Baikal after
               28 days with steady southwest wind	   C-23

   C-7         Dispersion model calculation for Lake Baikal after
               28 days with steady northeast wind	   C-29

   C-8         Dispersion model calculation for Lake Baikal after
               28 days with steady northwest wind	   C-35

   C-9         Dispersion model calculation for Lake Baikal after
               28 days with steady southeast wind	   C-41

   C-10        Case 1 winds used in hydrbdynamic model calculation
               for Sea of Azov	   C-47

   C-ll        Case 2 winds used in hydrodynamic model calculation
               for Sea of Azov	   C-48

   C-12        Case 3 winds used in hydrodynamic model calculation
               for Sea!of Azov	   C-49
                                    C-l

-------
Figure Number                                                          Page

   C-13        Case 1 hydrodynamic model calculation for Sea of
               Azov after 2 days	   C-50

   C-14        Case 2 hydrodynamic model calculation for Sea of
               Azov after 2 days	   C-57

   C-15        Case 3 (variable wind) hydrodynamic model calcula-
               tion for Sea of Azov after 2 days	   C-64

   C-16        Case 3 (constant wind) hydrodynamic model calcula-
               tion for Sea of Azov after 2 days	   C-71

   C-17        Case 1 dispersion model calculation for Sea of Azov
               after 28 days	   C-78

   C-18        Case 3 (variable wind) dispersion model calculation
               for Sea of Azov after 28 days	   C-84
                                    C-2

-------
                     N
                           WIND
                                          0
                                                                SCflLE:
100
KM
200
15 CM/SEC
o

UJ
                   SURFACE VELOCITIES
                  Figure C-la.  Steady-state  hydrodynamic model calculation
                            for Lake Baikal with southwest wind.

-------
                      N
                            WIND
n

JS
                                                     100
                                                     KM
                                                                 SCRLE
200
15 CM/SEC
                VELOCITIES AT 200 METERS
                       Figure  C-lb.  Steady-state hydrodynamic model calculation
                                for Lake Baikal with southwest wind.

-------
o
                   N
                          WIND
                                                              SCRLE:
                                                  100
                                                  KM
200
                    NEAR BOTTOM VELOCITIES
30 CM/SEC
                       Figure C-lc.   Steady-state hydrodynamic model  calculation
                                for Lake Baikal with  southwest wind.

-------
                    N
                           WIND
                                         o
—i—
 100
 KM
                                                              SCRLE
200
n
i
            VERTICflLLY INTEGRflTED  VELOCITIES
                       Figure C-ld.  Steady-state hydrodynamic model calculation
                                for Lake Baikal with southwest wind.

-------
o
i
                      N
                            WIND
                                                                 SCRLE:
                                                     100

                                                     KM
200
                  SURFACE VELOCITIES
CM/3EC
                       Figure C-2a.  Steady-state hydrodynamic model calculations

                                  for Lake Baikal with northeast wind.

-------
o
i
oo
                  N
                         WIND
                                                 100

                                                 KM
                                                             SCRLE
200
15 CN/S
              VELOCITIES AT 200 METERS
                    Figure C-2b.  Steady-state hydrodynamic model calculations

                              for Lake Baikal with northeast wind.

-------
                 N
                        WIND
                                       0
100

KM
                                                             SCflLE:
                                                                       30 CM/SEC
o
i
                 NEAR BOTTOM VELOCITIES
                       Figure C-2c.  Steady-state hydrodynamic model calculations

                                  for Lake Baikal with northeast wind.

-------
                  N
                        WIND
                                       0
100

KM
                                                            SCRLE
200
n
i
         VERTICRLLY  INTEGRflTED VELOCITIES
                      Figure C-2d.  Steady-state hydrodynamic model calculations

                                for Lake Baikal with northeast wind.

-------
                    N
                            V


                          WIND
                                                               SCflLE:
100

KM
200
15 CM/SEC
o
i
                 SURFACE VELOCITIES
                      Figure C-3a.  Steady-state hydrodynamic model calculations

                                 for Lake Baikal with northwest wind.

-------
o
i
                    N
                          WIND
                                                               SCRLE:
                                         o
100

KM
200
                                                                         15 CM/SE
                 VELOCITIES AT 200 METERS
                       Figure C-3b.   Steady-state hydrodynamic model calculations

                                 for Lake Baikal with northwest wind.

-------
                     N
                            V

                           WIND
                                                               SCRLE:
                                          o
100

KM
200
30 CM/SEC
o
i
                 NEAR BOTTOM VELOCITIES
                       Figure C-3c.  Steady-state hydrodynamic model calculations

                                 for Lake Baikal with northwest wind.

-------
                     N
                             V
                           WIND
—l—
 100
 KM
                                                               SCRLE:
200
n
i
             VERTICflLLY INTEGRRTED VELOCITIES
                       Figure C-3d.  Steady-state hydrodynamic model calculations
                                 for Lake Baikal with northwest wind.

-------
  N
\
c
1 1
100 2C
KM
                                              SCRLE:
         UIND
                                                        15 CM/&E.C
SURFACE VELOCITIES
      Figure C-4a.   Steady-state hydrodynamic model calculations
                for Lake Baikal with southeast wind.

-------
                   N
A
                         WIND
                                        0
                                                              SCflLE:
                       —i—
                       100
                       KM
200
                                                                        IS Ch/S
o
i
                 VELOCITIES AT 200 METERS
                       Figure C-4b.   Steady-state hydrodynamic model calculations

                                 for Lake Baikal with  southeast wind.

-------
                      N      A
                            WIND
                                                                 SCRLE:
                                                     100

                                                     KM
200,
30 CM/SEC
n
i
                  NEAR BOTTOM VELOCITIES
                       Figure C-4c.  Steady-state hydrodynamic model calculations

                                 for Lake Baikal with southeast wind.

-------
                  N
                         WIND
                                                            SCRLE
                                                 100

                                                 KM
200
o
i
co
          VERTICRLLY INTEGRRTED  VELOCITIES
                      Figure C-4d.  Steady-state hydrodynamic model calculations

                                for Lake  Baikal with  southeast wind.

-------
                   N
                         WIND
                                        0
—I—
 100
 KM
                                                              SCRLE:
200
                                                                         15  CM/SEC
n
i
                 SURFACE VELOCITIES
                       Figure C-5a.  Steady-state hydrodynamic model calculations
                                for Lake Baikal with southwest wind and
                                      northern basin ice covered.

-------
                   N
                                                               SCRLE:
                                        o
                          WIND
100
KM
                                                             200
15
                                                                                 ec
o
i
ro
o
                  VELOCITIES AT 200 METERS
                        Figure C-5b.  Steady-state hydrodynamic model calculations

                                 for Lake Baikal with southwest wind and

                                       northern basin ice covered.

-------
                   N
                                                               SCflLE:
                                         o
                          WIND
—I—
 100
 KM
200
30 CM/SEC
o
i
NJ
                 NEAR BOTTOM VELOCITIES
                       Figure C-5c.  Steady-state hydrodynamic model calculations
                                for Lake Baikal with southwest wind and
                                      northern basin ice covered.

-------
                    N

                  7!--
                          WIND
0
100
KM
                                                               SCflLE
200
n
i
ro
N3
           \'ERT!CflLLY  INTEGRRTED VELOCITIES
                      Figure C-5d.  Steady-state hydrodynaralc model calculations

                                for Lake Baikal with southwest wind and

                                     northern basin ice covered.

-------
              N
;.if m r:

  10!)
  KM
r ONir.KNTRfiMON TPFR VOl I.JME
       H  1 -0000
       Fi   .'000
       C   -0100
       D   .0010
       L   -0001
n
NJ
                               -r-L.r"
                               D \  F rlZZ
                                                         _r
                                                           s
         SURFACE CONCENTRATIONS - NO SETTLING
                         Figure C-6a.   Dispersion model calculation  for Lake Baikal
                                  after 28 days with steady southwest wind.

-------
 N
"1
                                                 of HI i:
                                                   ton
                                                   KM
                                                                               ( MNQ NTR(,TION fPf K VOI ilMI
                fi
                B
                r;
                n
                I
1 .0000
 - I USC.
 .0100

 .0001
o
N5
\
;j
                                                                   , .J-
                                   n     C  ;  ' -
                                    I	>_J	1 R
                                                      I	r-
             CONrt.NTRRTlON.j  - NO SETTLING
                         Figure C-6b.  Dispersion model calculation for  Lake Baikal
                                  after 28 days with steady southwest wind.

-------
I	I	,	.	I
o          inrj        '/no
           KM
                                                                         (.HNCE NTRfiTION (PFR VOl UMt~
                                                                                 R  I -OOfJO
                                                                                 B    -l000
                                                                                 c    -oino
                                                                                 n    -OHIO
                                                                                 b    .000!
1
E ID/ c
    ix-- ~
   -J B
                        C\D\
                        >_.\  )
-1 "  /P.

  f £
                      J
                                                          _J
                                           B
             T
vTRTIClHLLY  HVERRGED CONCf.NTRRT I ON3  - NO SETTLING
                     Figure C-6c.   Dispersion model calculation  for Lake Baikal
                              after 28 days with steady southwest  wind.

-------
              N
                                        1		1	J
                                       0          100	  200
                                                  KM
t.ONCENTRf)f ION  (PER VOI UMM
       fi  1 -0000
       B   -i000
       c    oi no
       D   ,-nuiti
       L   -0001
o
                                                  -I—

                                                               r
          SURFACE CONCENTRATIONS - SETTLING, 10 M/DAY
                         Figure C-6d.  Dispersion model calculation  for  Lake Baikal
                                  after  28  days with steady southwest wind.

-------
           N
                                      	I	
                                       100
                                       KM
                   f/JNr.f NTRfniON fl'FR VOIUMt" 1
                         fi 1 -0000
                         H  -'000
                         C  -0100
                         t)  -0010
                         t  .0001
n
i
to
 ,.r~
   _..r
          J-H7
     -..,-A>
                                                         W
                   -A\B]CQL^->AE
                 j   )  cr/z  / //v \A
                      	1  /   /E/D/ ;-
                           1	LjLr—i ",
       .--i
      ^
i..._.J
__j'
    BOTTOh CONCENTRATIONS  - SETTLING, 10 M/DAY
                    Figure C-6e.  Dispersion model calculation for Lake Baikal
                           after 28 days with steady southwest wind.

-------
             N
        fiCHLF :
I	 	1	 . 	
o          i no
           KM
                                                          	 I
LONCtNTRHTION  (P[R VOUJME I
       H  1 -CKJOO
       B   -1000
       c   -nino
       U   .0010
       t   -0001
o
to
oo
    v'FRTICHLLY  RVERRGf.D CONCf.NTRRT 1ONS -  SETTLING,  10 M/DAY
                         Figure C-6f.  Dispersion model  calculation for Lake Baikal
                                  after 28 days with  steady southwest wind.

-------
              N
             7
	i	
 100
 KM
'•fjQ
NIRfiTlQN (PFR  VOI UML
   f)  1 -0000
   B   .1000
   C   -0100
   D   -0010
   L   -0001
n
I
N>
VO
                          D
                                 '"I-
                                                       ....r

                     J-
              SURFACE CONCENTRATIONS  -  NO SETTLING
                         Figure C-7a.   Dispersion model calculation for Lake Baikal
                                  ater  28  days of steady northeast  wind.

-------
               N
    OCfll t-

	I	

      too
      KM
   3N HTR V01

fi  1 .OGOli

15   -1000

c;   -oiorj

n   -ooio

t   .0001
n
I
U)
o
                                  -i—v--,  s


      BOTTOM  CONCF.NTRRTIONS  - NO SETTLING
                         Figure C-7b.   Dispersion model calculation for Lake Baikal

                                  after 28 days of steady northeast wind.

-------
              N
                                       I	I	
                                       0         100
                                                  KM
                                                          	1
                          CQNCTNTRMION CPFR VOLUME)
                                 H  1 .0000
                                 u   .1000
                                 C   .0100
                                 0   -0010
                                 t   .0001
o
I
OJ
    _._.;
                                                           ~r
                                                                       D\(
                                                                           _i
                                           \
	i
                                       E/  ( s^\   1	
                                               ~V
                                                Bl
E.J
                                                            .-I
     VF.RT1CRLLY  RVFRRCF.D  CONCLNTF^Hl IONS - NO SETTLING
                           Figure C-7c.   Dispersion model calculation for Lake Baikal
                                    after 28 days of steady northeast wind.

-------
                                                                            r;')Nr;i NrRMiON IITR voi
             N
	1—
  100
  KM
                                                            200
                                                                                      i
. ocor;
. ' 000
.0100
 no 10
.0001
o
u>
u>
   BOTTOM CONCF.NTRflTlON'j  - SETTLING, 10 M/DAY
                          Figure C-7e.  Dispersion model calculation for Lake Baikal
                                   after 28 days of steady northeast wind.

-------
             N
            -1
 I
If 10
KM
200
I HNCl-NfRfiT ION (I'FR VOl UMM
       fi  i.ocnr;
       «   -ioca
       c   .rn no
       17   .0010
       e   -oooi
o
    VERTICflLir  RVERHGF.D CONCf.NTRHT [ QNS -  SETTLING,  10 M/DAY
                         Figure C-7f.  Dispersion model  calculation for Lake Baikal
                                  after 28 days of  steady  northeast wind.

-------
             N
                                                  100
                                                  KM
CONCt NTRHTFON  (PF!\ VOI
       »  1 -0000
       B   -1UOO
       C   -0100
       D   .0010
       t.   -0001
O
to
Ul
           SURFACE CONCENTRATIONS - NO SETTLING
                          Figure C-8a.   Dispersion model  calculation for Lake Baikal
                                   after 28 days with steady northwest wind.

-------
              N
     •HI r.-
      „ I	
     100
      KM
                                                   I.ONf.'l N1l\f,TI ON (I'FK  V:)l
                                                           ri  i.oor;!)
                                                           n   . i o:;r;
                                                           r   .0100
                                                           o    o;;io
                                                           h   .1)001
o
U)
      ~L
          L
              L~l-,  \ l-l B
>C!D/E
                                L	
                                    L.
                       r-r~
                       E
n
                    'N
                                                             J
                                                                _J'
     BOTTOM  CONCr.NTRfHTlONo ~ NO  SETTLING
                          Figure C-8b.   Dispersion model  calculation for Lake Baikal
                                    after 28 days with steady northwest wind.

-------
             N
                                      i-
                                      o
                                    100
                                     KM
f UNrt NTKfiMON  ff'FR VOI UMf 1
       fl  1 -0000
       13   .1 UCO
       C   -0100
       n   .0010
       t   -0001
n
I
U)
—J
k
                                                               .-J"
                                            9-'
   y/FRTK (41.LY RVFRHGEU  CONCF NTKHT 1 ONS - NO SETTLING
                         Figure C-8c.   Dispersion model calculation  for Lake Baikal
                                  ater 28 days with steady northwest wind.

-------
              N
 :>rmr
_ ... -..-I —
   1UCI
   KM
                                                               '00
lONCtNTKTiTlON (PFR VOl Jflf
       f\  l.OOOC
       B    .' OCK)
       C    .0100
       D    .0010
       t    -OCOt
n
I
oo
         SURFACE CONCENTRATIONS - SETTLING, 10 M/DAY
                          Figure C-8d.  Dispersion model  calculation for Lake Baikal
                                    after 28 days with  steady northwest wind.

-------
                                                                            I';NI:I
                                                100

                                                KM
                             ON (rn\ voi urn ;

                             i .ooon
                              .> or;r;


                              .coir,

                              -OGGl
o
I
CO

                                             ff
J"
       E \ ^  r

         ...J
           CONCLNTRHTlClNb  -  SETTLING,  10 M/DAY
                         Figure C-8e.   Dispersion model calculation for Lake Baikal

                                  after 28 days with steady northwest wind.

-------
                                                                              (/jNtKMTRfiTtON 'I'f R  VCH JMl
               N
             •/I
i-
o
.	1	.

100
KM
—i
 '/•.-GO
H   - 1 one;
t:   .r;iOG
u    MO in
L   -ODC1
O
      VF.R1ICHLLY  flVF.RWGF.U CONCFNTRR T t ONS - SETTLING,  10 M/DAY
                         Figure C-8f.   Dispersion model  calculation for Lake Baikal
                                  after 28 days with  steady northwest wind.

-------
               N
                                                   100
                                                    KM
                                                                        \
                CONCENTRHT10N (TfR VOl UflE )
                        H   1. 0000
                        B    .1000
                        C    .0100
200
                        D
.0010
.0001
n
i
         SURFACE  CONCENTRATIONS - NO SETTLING
                         Figure C-9a.  Dispersion model  calculation for Lake Baikal
                                  after 28 days with  steady southeast wind.

-------
             N
                                     i	
                                     o
         100
         KM
                             C'JNCl NTRliTION (TfK VOIUMF)
                                    fi  i.oono
                                    B   .1000
                                    C   .0100
                                    n   -onto
                                    t   .0001
n
        LT_
             k
               _H-'"  <
                   HyA'c"
                     x_r
              E/  yv^ToL
                    J B   / /
                             I..
:_-^   \E
                                      _j~
LJ~


\
            I	J
                 J
J
                     _J
                      ._J~
                                            B
    BOTTOM  CONCF.NTRflTIONo - NO SETTLING
                       Figure C-9b.  Dispersion model calculation for Lake Baikal
                                after 28 days with steady southeast wind.

-------
             N
                                               oCHLF
                                                  too
                                                  KM
                                                          	1
f.'ONCl NTRtiTlON  f n R V'Jl UMt' I
       n  t.rjcino
       B   .'DUO
       C   -0100
       0   -OG10
       t    .0001
o
    VFRTlfRl.Lr  HVF.RRCr.D CONCI NTRR r 1 QMS  - NO SETTLING
                         Figure  C-9c.   Dispersion model calculation  for  Lake Baikal
                                   after 28 days with steady southeast wind.

-------
             N

                                       t-
                                       0
100
KM
	I
   200
I'UNCt NTRfiTlON (TFK VOl UMF )
       H  1 -CKJOG
       13    .1000
       C    .0100
       0    .U01Q
       I    .0001
O
       SURFACE CONCENTRATIONS - SETTLING, 10 M/DAY
                        Figure C-9d.  Dispersion  model calculation for Lake  Baikal
                                 after 28 days with steady southeast wind.

-------
                                                                                 NTRHTION rrn<  VOUME
             N
 SCHLF •
	1	._.. - ..... I
   100         20
   Kh
i .occc
 • i ooo
 - 0 1 DC
 -or; in
 .0001
o
i
    BO IT 011  CONCF.NTf\HTirjN'-j ~ SETTLING, 10 M/DAY
                         Figure C-9e.  Dispersion model calculation for Lake Baikal
                                  after  28  days  with steady southeast wind.

-------
                                              UffiLF.
             N
                                                 100
                                                 KM
                                                            -H
200
l NTRfiHON (TFR VOLUMF )
    ft  l.OOCO
    B    .t 000
    C    .0100
    D    .0010
    L    -OCOl
n
     vT.RTlfRLLr RVF.RRGF.D CONCF.NTRRT 1 ONb - SETTLING, 10 M/DAY
                         Figure C-9f.  Dispersion model calculation for Lake Baikal
                                  after 28 days with steady southeast wind.

-------
N
t
 SCBLEi
0   25   SO
                   8 tn/sec
                                    4 m/sec
   Figure C-10.   Case  1 winds used in hydrodynamic
         model calculation for Sea of Azov.
                         C-47

-------
 N
t
SCRLEi
  25  50
  Kfl
                                    8 m/sec
     Figure C-ll.  Case  2 winds  used  in hydrodynamic
           model calculation  for Sea  of Azov.
                           C-48

-------
 N
t
SCRtEi
  25  60
  KM
                     7 m/sec
                         10 m/sec
     Figure C-12.  Case 3 winds used in hydrodynamic
           model calculation for Sea of Azov.
                            C-49

-------
 N
A
           WIND
SCRLE-
                          0    25  50   15 Ch/SEC
                              KM
                                  ;; r
   SURFACE VELOCITIES
          Figure C-13a.  Case 1 hydrodynamic model
                calculation for Sea of Azov
                       after 2 days.
                           C-5D

-------
                            25
                            KM
 SCfiLE"
—-1     —>
 50   15 Cn/SEC
          WIND
•*?i?r7''ffs'	^ »t......... —r
      /  > • •
 \ \ \ -  »«•<•-
 , \ x v  i ^ v ^
- •;>,..-'"
 ;	     ^ _ i
  L' .'.''. _
 VELOCITIES AT 1 METER
         Figure C-13b.  Case 1 hydrodynamic model
               calculation for Sea of  Azov
                     after 2 days.
                          C-51

-------
 N
A
           WIND
          SCflLE :

0   25   50  15 CM/SEC
    KM
                         strrfffttttitt
                                  / f t f  t *

                                f  t t t i  t •
                                     r
 VELOCITIES AT 2 METERS
          Figure C-13c.   Case 1 hydrodynamic model
                calculation for Sea of Azov
                       after 2 days.
                           C-52

-------
 N
A
i
0
          SCRLE
                              25   50   15
                              KM
            HIND
 VELOCITIES AT 3 METERS
          iFigure C-13d.   Case 1 hydrodynamic model
                 calculation for Sea of  Azov
                        after 2 days.
                            C-53

-------
 N
A
SCRLE:
                          0   25   50   15  CM/SEC
                              KM
            WIND
  VELOCITIES AT 5 METERS
          Figure C-13e.  Case 1 hydrodynamic model
                calculation for Sea of Azov
                       after 2 days.
                            C-54

-------
    N
   A
SCflLE :
                            C   25  50   2-25 M**2/SEC
                                Kh
              WIND
                     .	.,fffttttttt1<<
VERT]CRLLY INTEGRflTED VELOCITIES
             Figure C-13f.   Case 1 hydrodynamic model
                   calculation for Sea of Azov
                          after 2 days.
                              C-55

-------
 N
A
            WIND
  SCRLE:
(	i	1
0   25   50
    KM
                    SALINITY(mg/kg)

                        12.5
                                        r
SURFACE SALINITY CONCENTRATIONS
          Figure C-13g.   Case 1  hydrodynamic model
                . calculation for Sea of Azov
                        after 2  days.
                            C-56

-------
                                 SCfiLE :
                        0    25   50   15 CH/SEC
                            Kh
         WIND
SURFACE VELOCITIES
          Figure C-lAa.   Case 2 hydrodynamic model
                calculation for Sea  of Azov
                       after 2 days.
                           C-57

-------
N
A
            WIND
SCRLE:
                          0   25   50  15 CM/SEC
                              KM
 VELOCITIES AT 1 METER
            Figure  C-lAb.  Case 2 hydrodynamic model
                  calculation for Sea of Azov
                        after 2 days.
                            C-58

-------
 N
                          SCflLE :
                             25  50   15
                             KM
           KIND
   * V^T-r -.Xj^-g-*- - -
      ^g-<-
    VV-t-^_
   L -
     ^^
   ^ •- • ^-£*
     \
* if
 S
   ***ttSS/J
SJJSJ^'^
VELOCITIES AT  2 METERS
          Figure C-14c.  Case 2 hydrodynamic model
                calculation for Sea of Azov
                      after 2 days.
                          C-59

-------
 N
A
I-
            WIND
         SCRLE
         ^
                          0   25   50   15  CM/SEC
                              KM
 VELOCITIES AT 3 METERS
            Figure C-14d.   Case 2 hydrodynamic model
                  calculation for Sea of Azov
                        after 2  days.
                             C-60

-------
N
A
                          t-
                          o
25
KM
 SCRLEc
50   15  Ch/SEC
           HIND
VELOCITIES AT 5 METERS
          Figure C-14e.  Case 2 hydrodynamic model

                 calculation for Sea of Azov

                       after 2 days.
                           C-61

-------
    N
   A
                                 25
                                 KM
 SCRLE :
50  2.25  M**2/SEC
               WIND
VERTICRLLY 1NTEGRRTED  VELOCITIES
              Figure C-14f.  Case 2  fiydrodynamic model
                    calculation for Sea of Azov
                          after 2  days.
                               C-62

-------
 N
A
            WIND
SCRLE:
                                 0    25   50
                                     KM
                   SALINITY(mg/kg)

                       12.5
SURFACE SALINITY CONCENTRATIONS
           Figure C-14g.  Case 2 hydrodynamic model
                  calculation for Sea of Azov
                         after 2 days.
                              C-63

-------
                         I-
                         0
25
Kh
                                   SCfiLE;
50   15  CM/SEC
           WIND
SURFACE VELOCITIES
  Figure C-15a.  Case 3  (variable wind) hydrodynamic model
               calculations for Sea of Azov
                     after 2 days.
                           C-64

-------
N
                          t-
                          o
      SCRLE:
25   50  15  CM/SEC
KM
           WIND
       ^-:;
VELOCITIES AT 1 METER
  Figure C-15b.  Case 3  (variable wind) hydrodynamic model

               calculations for Sea of Azov

                     after 2 days.
                           C-65

-------
 N
A
          SCRLE :

0   25   50   15  Ch/SEC
    KM
            WIND
 VELOCITIES AT 2 METERS
   Figure C-15c. : Case 3 (variable wind)  hydrodynamic model
                calculation  for Sea of Azov
                       after 2 days.
                            C-66

-------
  N
 A
                        h-
                       0
25
KM
     SCRLE:
50   15  CM/SEC
           WIND
   - ' ' « *» " -    " ' '   « * " -   V f f M \  -
--,-,. i;v^- v -^,x^-   f /•,,,.;. r
-,-".n ^^»^:;^M^^////^ J
  VELOCITIES AT 3 METERS
   Figure C-15d.  Case 3 (variable wind) hydrodynamic model
              calculations for Sea of Azov
                   after 2 days.
                       C-67

-------
N
A
            WIND
      SCRLE :
—I	1
 25
 KM
                                   50   15 CM/SEC
 VELOCITIES AT 5 METERS
    Figure C-15e.   Case 3  (variable wind) hydrodynamic model
                 calculation for Sea of Azov
                       after 2 days.
                             C-68

-------
    N
   A
h-
o
         SCflLE'
                                 25   50   2-25>i**2/SEC
                                 KM
              WIND
                                        r
VERTICflLLY  INTEGRflTED  VELOCITIES
      Figure C-15f.  Case 3 (variable wind) hydrodynamic model

                   calculation for Sea of Azov

                         after 2 days.
                              C-69

-------
 N

A
            WIND
SCRLE:
                                 0   25   50
                                     Kn
                    SALINITY (mg/kg)

                        12.5
                                        r
SURFACE SALINITY CONCENTRATIONS
    Figure C-15g.  Case 2 (variable wind)  hydrodynamic  model
                  calculation for Sea of Azov
                         after 2 days.
                              C-70

-------
 N
A
SCflLE :
                          C    25   50   15 Ch/SEC
                               KM
            WIND
SURFACE VELOCITIES
   Figure C-16a.   Case 3 (constant wind) hydrodynamic model
                  calculation for Sea of Azov
                ;        after 2 days.
                            C-71

-------
 N
A
            WIND
         t-
         0
                               25
                               Kh
                  SCflLEc
50   15  Cn/SEC
VELOCITIES AT 1 METER
    Figure C-16b.
Case 3  (constant wind) hydrodynamic model
calculation for Sea of Azov
       after 2 days.
                             C-72

-------
 N
A
I	1	1     —>
0   25   50   15  CM/SEC
    KM
            WIND
                        ' - , i-"  ' -»- - -, x „

 VELOCITIES AT 2 METERS
   Figure C-16c.  Case 3 (constant wind)  hydrodynamic  model
                  calculation for Sea of  Azov
                         after 2 days.
                             C-73

-------
N
                           i-
                           0
            25
            KM
                                     SCflLE :
50   15 CM/SEC
            WIND
              	.    ' •  - . LJ <  -   ,  . , •
              • .  .   ,—I f ' ' -»-»-•-'• • • ' • % "
   VELOCITIES AT 3  METERS
    Figure C-16d.
Case 3 (constant wind) hydrodynamic model
calculation for Sea of Azov
       after 2 days.
                              C-74

-------
 N
A
            WIND
          SCfiLE;
i-
0
H	1
                              25
                              KM
    50   15 CM/SEC
                                      r
 VELOCITIES AT 5 METERS
   Figure C-l6e.  Case 3 (constant wind) hydrodynamic model
                calculation for Sea of Azov
                       after 2 days.
                           C-75

-------
    N
   A
              WIND
                             I-
                             G
      SCRLE;
2S   50  2.25 M**2/SEC
KM
                           '        	T"
                          ' ——	- * • • h
                                    • jr *•  '  *

                                     k .  - " - ^ •
VERTICALLY INTEGRATED  VELOCITIES
      Figure C-16f.  Case 3 (constant wind) hydrodynamic model
                    calculation for Sea of Azov
                           after 2 days.
                              C-76

-------
 N
A
SCRLE:
                                 0    25   50
                                     KM
            WIND
                    SALINITY(mg/kg)

                        12.5
SURFACE SALINITY CONCENTRATIONS
  Figure C-16g.  Case 3 (constant wind) hydrodynamic model
                 calculation for Sea of Azov
                        after 2 days.
                            C-77

-------
               N
               /K
;-5i: HI r  :
                                                       KM
n
i
00
                                   CONCtNTRFiTlON  IPFR VOl UMF )
                                          0  l.OGOOC
                                          B   -30000
                                          C   .10000
                                          D   .0.3000
                                          t   -oinoo
                                          F   -00300
                                          G   -00100
                                          H   -OU030
                                          I   -00010
                                          J   .00003
                                          K   .00001
             SURFACE CONCENTRATIONS -  NO SETTLING
                           Figure C-17a.   Case 1 dispersion model  calculation for
                                          Sea of Azov  after 28 days.

-------
                N
               A
                                                        KM
o
i
VO

CONCt NTRdT 1 ON  (IT.R VOl UMF J
       H  l.OCQOC
       u   . lonou
       C   - 10UOO
       n   .03000
       f   .01000
       ^   .00300
       G   .00100
       H   -OL1C30
       I   .00010
       J   .001)03
       K   .00001
                   1	I
           B'JTIMM  l.ril-ir. I UTI.-IV i'mo  - NO SETTLING
                            Figure  C-17b.  Case 1 dispersion model  calculation for
                                           Sea  of Azov after 28 days.

-------
                N
               A
  oCHt.f :
I	1	1
u
     Kf1
o
oo
o
                                    CONCtNTRhTION (PFK  VOLUMF
                                           fl  1.00000
                                           B   .30DOO
                                           C   .10000
                                           D   .03000
                                           B   .01000
                                           f   .011300
                                           0   .00100
                                           H   -00030
                                           1   .00010
                                           J   .00003
                                           K   -OU001
           VERTICALLY HVF.RRGF.U  CONCKNTRflT 1QN5  - NO SETTLING
                         Figure C-17c.  Case 1 dispersion model calculation for
                                        Sea of Azov  after 28 days.

-------
                 N
                A
ot Ml
                                                        KM
n
i
oo
                                   CONCE.NTRRT10N (PFR  VOl UMF )
                                          ft  1.00000
                                          B   .30000
                                          C   .10000
                                          D   -03000
                                          I.   -OIOOU
                                          K   -00300
                                          G   .00100
                                          H   -00030
                                          I   .00010
                                          J   .00003
                                          K   .00001
           SURFACE CONCENTRATIONS - SETTLING,  10 M/DAY
                            Figure C-17d.   Case 1 dispersion model calculation for
                                           Sea of Azov after 28 days.

-------
                N
               A
 	„	I
r>   ;>(3
o
i
c»
NJ
                                                         J  i  H \  G \ F \   E \ ,
                               CONCENTRATION  (PER VOLUME.)
                                      H  1.00000
                                      8   .30000
                                      C   .1.0000
                                      D   .03000
                                      I    .01000
                                      t    -00300
                                      G   .OU100
                                      H   .00030
                                      I   -00010
                                      J   -00003
                                      K   .00001
            BOTTOM CONCENTRATIONS - SETTLING, 10 M/DAY
                           Figure C-17e.  Case  1 dispersion model calculation  for
                                         Sea  of Azov after 28  days.

-------
                N
                A
r;i. HI
                                                       KM
n
00
U)
                                  CQNCtNTK'fmON (PFR VOl UMF )
                                         U  1.00000
                                         B   .3UOOO
                                         C   -10000
                                         D   .03000
                                                                                              t.   -01000
                                                                                              F   .00300
                                                                                              G   -00100
                                                                                              H   .00030
                                                                                              I   -00010
                                                                                              J   .00003
                                                                                              K   .00001
           VF.RTICHLLr HVF.RROF.D CONCENTRflT IONS - SETTLING,  10 M/DAY
                           Figure C-17f.  Case 1 dispersion model calculation for
                                         Sea  of Azov after 28 days.

-------
                N
               A
:.-,c. m
                                                       K h
r>
i
CD
                                   CQNCE.NTRHnON (PER VOLUME)
                                          H  I .00000
                                          B   .30000
                                          C   -10000
                                          D   .03000
                                          t'   .01000
                                          f   .00300
                                          G   -00100 .
                                          H   .00030
                                          I   .00010
                                          J   .00003
                                          K   .00001
         SURFACE CONCENTRATIONS - NO SETTLING
                      Figure C-18a.  Case 3 (variable  wind) dispersion model calculation
                                         for Sea of Azov after 28 days.

-------
                 N
                 A
i	i
                                                        KM
o
i
o>
                                                           r
                               CONCENTRfiTION  ( PFR VOLUME)
                                      fl  t .00000
                                      B   .30000
                                      C   -10000
                                      0   .03000
                                      e    .01000
                                      f    .00100
                                      G   .00100
                                      H   .00030
                                      I    .00010
                                      J   -00003
                                      K   .00001
             BOTTOM CONCf.NTRRTlONS  - NO SETTLING
                      Figure  C-18b.   Case 3 (variable wind) dispersion model calculation
                                         for Sea of Azov after 28 days.

-------
                 N
                A
HLf. :
                                                       KM
                                                                 	r
o
i
CO
ON
                                CONCENTRFiTION ( IT !\ VOl UMF )
                                       fi  I .00000
                                       B   .10000
                                       C   .10000
                                       D   -03000
                                       t:   .01000
                                       I   .00300
                                       G   -001 00
                                       H   .00030
                                       t   -00010
                                       J   -00003
                                       K   .00001
             VERTICRLLY RVF.RROr.D  CONCKNTRRTIONS  -  NO SETTLING
                     Figure C-18c.   Case 3 (variable wind)  dispersion model  calculation
                                        for Sea of Azov  after 28 days.

-------
               N
               A
hi Ml. I
  _.)..... . I
   <•!>   r-0
   Kh
n
00
                                                                               C  \B
                                   CONCFNTRRTION  (PFR VOLUMF)
                                           fi   UC1COOG
                                           8    - 30000
                                           C    .10000
                                           D    -03000
                                           t    .01000
                                           F    .00300
                                           G    .00100
                                           H    .00030
                                           I    .00010
                                           J    .00003
                                           K    .00001
          SURFACE CONCENTRATIONS - SETTLING,  10 M/DAY
                      Figure  C-18d.  Case 3  (variable wind)  dispersion model calculation
                                         for  Sea of Azov  after 28 days.

-------
                N

                A
:-.rHl.r
                                                       ;•.>
                                                       Kh
n
i
00
00
                    1	F
                                                                       r
                                                                          _-.•_:_ _T
                                                                              C /B
                                                                        _jj~
                                   CONCtNTRRTlON (TFR  VOLUME)

                                          fi  I.00000

                                          B   .30000

                                          C   .1.0000

                                          0   .03000
I
f
G
H
I
J
.01000
.00300
-00100
.00030
.00010
.00003
                                                                                               K   .00001
                    i;'JNL( MllvH1 ION', - SETTLING,  10 M/DAY
                     Figure C-18e.   Case 3  (variable wind) dispersion model  calculation

                                    for Sea of Azov after 28 days.

-------
                 N
                A
                                                       KM
o
i
oo
                                                                        	r
                                                                             C   B
CONCtNTRRTION  (PFK VOlUME)
       fi  1.00000
       e   .30000
       C   -10000
       D   .03000
       F.   -01000
       r    .00300
       G   .00100
       H   .00030
       I    -00010
       J   .00003
       K   .00001
            VERTICALLY HVERRGf !)  CONCfNTRRT [ QMS - SETTLING,  10 M/DAY
                      Figure  C-18f.   Case 3 (variable wind)  dispersion model calculation
                                         for Sea of Azov after 28 days.

-------
                                 APPENDIX D

            METEOROLOGICAL, HYDROLOGICAL, AND CHEMICAL DATA FOR
                     SELENGA SHALLOWS IN MAY-JUNE 1976.
Figure Number                                                          Page

   D-l         Hydromet sampling stations in Selenga Shallows
               region of Lake Baikal ................   D-2

   D-2         Near surface concentration of suspended material
               for Hydromet cruise of 28-29 May 1976 ........   D-6
   D-3         Near surface concentration of P04~  for Hydromet
               cruise of 28-29 May 1976  ..............   D-7
   D-4         Near surface concentrations of Cl~ and 804"^
               Hydromet cruise of 28-29 May 1976 ..........   D-8

   D-5         Location of meteorological stations ...... ...   D-12
Table Number                                                           Page

   D-l         Hydrochemistry data for Hydromet cruise on
               May 28-29, 1976	   D-3

   D-2         Hydrology data taken by Hyromet on
               June 22-23, 1976	   D-9

   D-3         Wind data at meteorological station no. 1	   D-13

   D-4         Wind data at meteorological station no. 2	   D-14

   D-5         Solar radiation data  . .'	  .  .   D-15

   D-6         Wind information in June-July 1975	   D-16

   D-7         Number of occurances of wind velocity  gradations
               for June-July 1975	   D-17
                                    D-l

-------
                                                    Selenga
                                                    River
                                          • Cruise Station

                                         ^Meteorological Station
Figure D-l.   Hydromet sampling stations in Selenga Shallows Region
                          of Lake Baikal.
                                D-2

-------
             Table D-l
DAT* FOR MYOROHpT  CRUISE 0* MAY 28«29,  1976
STATION
06




07




OS




09


DEPTH AT STATION SAMPLE DEPTH
(METERS) (METERS)
1150 0,5
35
85
200
1150
700 0,5
35
85
200
700
aOO 0,5
35
85
200
uoo
lao 0,5
35
85
* /i n
WATER COLOR
i
i
i
9
16
13
13
9
5
9
9
0
U
0
5
0
2
0
i
SUSPENDED SOLIDS
(HC/L)
2.1
0,8
0,9
2,0
•
1.3
2,8
•
1.2
3,2
1.1
•
0.1
0,1
0,5
0,1
0,8
0,7
< •*
09 IflO 0,5
35
85
lao
10 25 0,5
25
j 11 600 0,5
! 35
85
200
600
12 300 .0,5
35
85
200
3«0
0
2
0
1
0
0
4
0
0
0
0
0
0
0
0
0
0,1
0,8
0,7
1,2
3.2
0.7
0,2
0,0
0.2
0.1
l.o
O.U
0.5
1.5
0.5
0.1
                 D~3

-------
    Table D-l (continued)
OAT* FOR  HYOROMCT CRUISE ON MAY 26«29,  1976
STATION
13




la



15

17




IS



1"

2fl




25


DEPTH AT STATION SAMPLE DEPTH
(DETERS) (METERS)
365 0.5
35
85
200
365
200 0.5
35
85
200
12 0,5
12
600 0.5
35
85
200
fcOO
195 0.5
35
85
1"5
9 0,5
9
300 0,5
35
85
200
300
100 0,5
35
100
MATER COLOR
0
3
0
0
•
0
0
0
0
0
0
0
1
0
3
0
1
0
3
0
0
0
0
3
0
4
0
3
0
a
SUSPENDED SOLIDS
(MG/L)
0,1
0,1
0,1
t,2
•
0,5
0,7
0,1
0,1
3.9
2.6
0.9
0.8
0.6
0.5
0,6
0,1
0,3
0.2
0,2
2.2
7,0
1.2
0,2
o,t
0,6
0,1
0,3
o.s
0,0
               D-4

-------
                  Table D-l (continued)
WYD»OCHtMI3TRY  DATA rOR HYDROMET CRUISE ON HAY  28«29,  1976
STATION
26

21




29



30


31

32


DEPTH AT STATION SAMPLE DEPTH
(METERS) (METERS)
15 0.5
IS
300 0,5
55
85
200
300
180 0,5
35
85
180
50 0,5
25
50
16 0,5
16
185 0,5
35
85
* a c
HATER COLOR
21
10
0
0
0
0
0
13
0
0
0
6
5
29
17
21
1
0
0
A
SUSPENDED SULlOS
(MG/U
3,3
3,3
O.o
0,2
3,5
1,2
0,6
1,0
0,6
0,6
1,0
0,6
l.a
2,5
0.7
0.9
2,7
1.2
0,7
32 185 0,5
35
85
185
33 5a 0,5
25
5<*
30 30 0.5
30
37 
-------
o
                                           Concentration (mg/liter)


                                           Implied flow of material
                            Figure D-2.  Near surface concentrations of suspended material
                                        for Hydromet cruise of 28-29 May 1976.

-------
G
                             Concentration (mg/liter)
                             Implied flow of material
                                                                          _3
                           Figure D-3.   Near surface concentrations of PC>4   for
                                    Hydromet cruise of 28-29 May 1976.

-------
              Selenga ' River

   Concentration (mg/liter)

   Implied flow of material
Figure D-4.  Near surface concentrations of Cl  and
         for Hydromet cruise of 28-29 May 1976.
                                                       -2
                           D-8

-------
                                                                    Table  D-2
                                        HYO*ULOGY DATA  TAKEN  BY  HTUROET ON JUKE 22»2Jr 1»76
           STATION
             oi
UIMH AT STATION
    (METERS)
SECC»1  DEPTH
  ("ITEHS)
                          1050
             02
                          1400
                          • 50
O

VD
             0«
                           T50
                                        16.0
SAMPLE DEPTH
(METERS)
«tl
i.
10.
20.
JO,
so.
100,
200.
0,1
i,
10.
20,
JO,
so,
100,
200,
O.I
5,
10,
20,
JO,
50.
100,
200,
0.1
*.
10.
20,
JO.
50,
too.
200.
kATtR TtMPEHATUHfc MIND DIRECTION AND SPEtO "AVE DIRECTION SEA STATt
(CbNTIGHADt) (M/SLC)
3.70 Hi 1,8 NE J
S.78
J.TT
J.7S
J.TJ
J.78
J.TJ
J.66
J.TO Nt J,7 NE J
J.76
,1»
.75
.70
.77
.67
J.b5
J.TO NE J.7 NE J
J.7«
J.7«
J.72
J.68
J.72
J.66
J.61
J.70 NNE a, 2 NNE a
J.76
J.75
J.7a
J.71
J.72
J.71
J.6»

-------
                     Table D-2 (continued)
HVORUIDGY OAT*  TAKEN HY HYUHUHET UN JUNF  22«2i> 1976





















o
1
o















STATION DEPTH AT STATION StCCHI OfPTM SAMpLE nEPTM
(METERS) (KfTEHS) (MfTERS)
05 60 7,5 0.1
5,
10,
20.
10,
. 50,
16 550 17,8 0,1
5,
10,
20,
10,
50,
too.
200,
20 650 16.5 U.I
S,
'o'
10,'
50.
100,
200,
21 15 2,4 0.1
b.
10.
15.
20,
10.
22 21 1.2 0,1
5,
to.
15.
20,
21 13 2,8 0,1
5.
to.

NATtR TEMPERATUNE KIND, DI»fCTIUN AND
(CfNTICRAOE)
8.70 NE
4.64
1.911
1,90
1,91
1.92
1.90 N
1.86
.88
. 74
.70
.77
,69
1,64
1.90 NE
1,88
1,80
1J70
1.75
1.69
1.59
12.1 NE
10.95
5.24
4.70
4,46
4,21
9,40 NE
8.66
7.69
7.22
5.U
11.2 NE
7.48
6.67
                                                         (M/SEC)




                                                          4.1
                                                          1,6
                                                                      NE
                                                          1,7
                                                          1,1
                                                          3.1
                                                          1,6
                                                                      NE

-------
            Table D-2 (continued)
DATA  T»«EN BY  HYOHUMET  ON JUNf. 22- (MFTEN3) IMFTER3)
15 «SO 21.5 O.I
b,
10,
20,
-10,
50,
100.
200,
Ik • 950 14.5 0,|
5.
10.
20.
10.
50,
100.
200
18 400 19.5 0,1
5.
10.
20,
10,
50,
100.
200.
00 120 20.5 0.1
10!
JO,
10,
50,
100,
«1 22 11.5 0.1
5.
10.
15.

"ATtH TFMPtRATUHE "IND DIRECTION AND SPEtO "AVE DIRECTION SEA STATt
(CENTIUHADE) (H/SEC)
•>,8 NE 2.8 NE 1
5.29
4,16
1.95,
1.90
1.9U
1.84
1.72
5.8 NE 2,7 NE 1
5.21
4.01
1.97
1.91
1.95
1.84
1.61
4.20 NE 1,4 NE t
4.20
4.10
4.02
1.92
1.97
3.85
1.60
1.80 NE 1.5 NE 1
JJ76
1.71
1.61
1.71
1.76
5.10 NE 1,8 Nt 1
5.2
4.98
4.62

-------
Angara
                                     Selenga River
          Meteorological Station No. 1





          Meteorological Station No. 2




     C.\  Solar Radiation Station
      Figure D-5.  Location of Meteorological Stations.
                            D-12

-------
NINO DIRECTION *ND SPEtD («/3K)  AT SPICIFIEO  MUuR





o
I-1
U)



DATF
05/20/76
OS/21/7*
OS/22/7*
05/21/7*
05/24/7*
OS/25/7*
05/2*/7*
05/27/7*
05/28/7*
05/29/7*
05/10/7*
05/11/7*
0*/Ol/7*
06/02/76
06/01/76
06/04/7*
06/05/7*
06/06/76
06/07/76
06/08/76
06/09/76
06/10/76
06/11/76
06/12/7*
06/11/76
06/11/7*
06/15/76
06/16/7*
06/17/76
06/18/7*
06/19/7*
06/20/76
NOTE 1)
2)
1800
SN 10
SE OS
SN 01
MSN Ot
3M OS
NE 01
00
SN 10
E Ot
SSN OS
E 01
SN 05
N 01
SM 01
NM 01
IN 05
E OS
NM 07
SM 01
SSN 01
SN OS
Nt 01
SN OS
SSN OS
IN to
M 05
8 OS
NNE Ot
00
NF ot
SN OS
IM OS
A '00' FOR MIND SPEED
HEADINGS STAMT AT 1800
2100
SSN 08
SSN 01
00
NN 01
SN 02
NE 02
00
SSH 07
E 01
S 01
E 01
SN 02
SN 01
00
NN 01
SM 01
NE 04
NM 04
00
00
M 07
00
S 01
NN 07
HNN 18
SN 01
S 01
00
00
NE 01
SSN 08
3 04
INDICATES
HOUR Of
oooo
SH 06
SN OS
SSN 01
M U4
SSE U2
NE 01
0 0
SH 07
E 01
SSE 02
SN 01
SH 05
SN 01
N 01
u> ft K
M 05
SH 04
NE 07
NNM U5
8SN 01
ft n
U w
S 02
SH 01
n n
U 0
SSN 05
MSN 10
1 04
SSN 01
n ft
00
E8E 02
SSN 01
SSN U4
8 01
CALM CONDITIONS
PREVIOUS DAY
0100
SN 08
SN 09
SN 05
nSH 07
I 01
NE OS
MSN 04
SN 08
SSN 10
SE 01
00
SN 08
MSN 07
NNt Ot
8N 01
NSN 05
SE 04
N 05
SSN 01
SN 04
NSN 01
SSN 01
SSE 01
SSN 01
NNH 08
SN 05
S 01
SSN OS
E 02
3N 05
SM 06
SSN 02


0600
NSN 04
HSM 07
N OS
M 07
SSE 07
NNM 08
SSN 04
SM 08
M 05
NNM 05
Nt 05
NSM 05
SN 09
NE 14
SN 05
SM US
SSM 01
SN 10
M 01
M 04
NH 01
N OS
NNE tO
SN 10
N 05
SM U5
M 02
SSN OS
Nt 05
SN 09
SM 08
SN 06


0900
SN 08
SN 07
N 04
MSN 05
a os
N 08
M OS
SH 08
NNM 04
-N 05
Ht 07
M 06
SSN 05
NSN 14
SM 05
N 04
SSM OS
|H 09
M OS
NSN 07
NH 05
NM OS
N 10
IM os
SN 07
NSN 10
M 01
M Ot
NNE 07
SM 08
SH 09
SIM 05


1200
BH 01
SH 07
N 04
SN 04
ESE OS
N 08
NN 05
SN 04
SH 07
N 05
NE 09
M 05
NNH 02
MJN 06
SN OS
N OS
SM 10
SM 09
SH 01
SH os
N 05
N OS
N 08
SM OS
8H 09
NSN |0
M Ot
NNM OS
NNE 06
SM 07
SN 07
IN o*


1500
NN 02
SN OS
SH 08
SN 06
Nt 10
NNt 05
NNM 05
NNN 01
SN 05
Nt 04
SN 02
SM 01
NSN 02
NNH 08
SN OS
Nt OT
NM OT
SM OT
8SN 01
M Ol
Nt 01
N 01
SN OS
SH 09
33N 07
SSN tO
N Ot
Nt Ot
NNE 0*
SH 0*
H8N 07
SH OS


   Table  D-3.  Wind  data at meteorological station  No. 1.

-------
                                   NINO DIRECTION »NO SPEtO (H/SEC) »T SPECIFIED nUUR
O
I
	
OATF
05/20/76
05/21 /76
05/22/76
05/21/76
05/21/76
05/25/76
05/26/76
05/27/76
05/28/76
05/29/76
05/10/76
05/11/76
06/01/76
06/02/76
06/01/76
06/01/76
06/05/76
06/06/76
06/07/76
06/08/76
06/09/76
06/10/76
06/11/76
06/12/76
06/11/76
06/10/76
06/15/76
06/16/76
06/17/76
06/18/7*
06/19/76
06/20/76
NOTE J)
2)

	 . 	
1800
S3*
SE
SE
ESC
3
NNE
NE

8
8SE
NC
NE
8E
H3N
SM
IE
NE
SM

esE
NE

NM
NNE
(

ESE

S

8

* '00' FOR
06
01
02
06
01
06
01
00
02
02
06
01
01
02
02
01
01
02
00
01
oa
00
02
02
0«
00 v
01
00
01
00
05
00
NINO SPEED
READINGS START AT tnoo


2)00
S3* 0%
SE 01
SE m
SH 01
St 01
HI 06
SE 01
S 01
SE 01
SE 01
NE 05
ESE 01
SE 01
SSE 02
SN 07
00
NE 05
SSE 01
00
00
S 01
NE 01
00
00
S 05
3S« 04
St 01
IH 02
8 01
00
S 05
00
INDICATES
HOUR OF


OOOU
33"
S
SE
3"
33E
NE

SE

3E
NE
SSE
SE
SE

SE
NNE
NNM
M
SE
S
NE
sse
s
8
M
SE
8N
3
3E
S3"
SE
01
01
01
01
Ul
07
00
02
00
01
05
01
01
01
00
02
07
05
Ul
01
02
01
02
05
0)
01
02
02
01
01
01
01
- •
o loo
3 01
3" 05
S3* 01
3" 05
SE 0|
NE 01
H3M 01
N 01
33" 01
St Ul
NE 01
SSE 01
00
S3" 01
S** 02
SE 01
NNE 05
SW 01
00
00
NNt 01
00
NNE Ou
SSE 01
00
00
SM 01
H 01
NNE 02
SSE 01
3 01
E 01
.
' ~
0600
M3H
M
NS»
3»
NE
NNE
M
M3M
N3H
NNE
NE
N
MS*
N8H
N3K
SM
SH
SM
NM
NN
NNE
NUN
N
SM
M3M
»8N
MSN
NX
NE
MSH
HSH
NE
05
05
01
07
OB
07
02
06
07
02
10
01
06
06
06
01
08
05
02
02
06
01
05
05
OK
05
05
01
01
05
06
02


0900
S
N
UN*
SH
NE
NNE
M
MSH
33M
NNE
ENE
\ NNE
W8M
SM
MSN
Nt
N
M3M
NM
MNN
NNE
NNM
NNE
SM
H8M
M
N
NNE
NNE
N
N
MSN
U6
06
01
05
07
Ob
02
Ob
01
04
01
05
06
08
to
04
05
01
00
05
05
01
07
05
04
04
05
02
04
05
06
06


1200
NN
SM
NNE
M8H
NE
NNE

N>H
SM
NNE
NNE
N
H
SM
8M
NE
SM
NNN
N
M8M
NE
NE
NNE

MSM
N8M
MNM
NNE
NNE
NSN
N
NNE
01
01
01
01
10
06
00
04
07
04
10
01
02
04
10
04
01
01
01
01
07
04
07
00
01
05
02
02
08
06
05
05

15UO
ENt 02
SM 02
Nt OJ
Si 0|
Nt 08
NNE 05
00
St 01
MSN 06
Nt 08
NE 10

Nt 05
MNM 06
MNN 04
NE 06
SM 01
NM 04
00
SN 0|
00
NNE 06
N 05
00
3SM 04
8M 05
NNH 04
NNt 01
NNt 07
SM 07
00
00
CALM CONDITIONS
PREVIOUS DAY















                                  Table D-4.   Wind data  at meteorological  station No.  2.

-------
                               SOLAH RADIATION (C»L/CM«»2-MJN) AT  SPECIFIED  «UvjH
I
M
Ul
DATE
05/20/76
05/21/76
05/?2/76
05/21/76
05/24/76
05/25/76
05/26/76
05/27/76
05/28/76
05/29/76
05/10/76
05/11/76
06/01/76
06/02/76
06/01/76
06/0«/76
06/05/76
06/06/76
06/07/76
06/08/76
06/09/76
06/10/76
06/11/76
06/12/76
06/11/76
06/14/76
06/15/76
06/16/76
06/17/76
06/18/76
06/19/76
06/20/76
NOTE THAT
0610
DIRECT ~ TOTAL


0.10

0,«l
0.11
0.10
0.17


0.10
0.16
0.15
0.15

0.17


0.17
0.16
0.27
0.28
0.12





0.04
0.44

0.10
0.13
0.11
0.52
0.01
O.S2
0.10
0.46
0.48
0.26
0.15
0.47
0.50
0,46
0.47
O.M
0.49
0.21
0.16
0,49
0,15
0.45
0.47
0.45 v
0.19
0.11
0.08
0.16
0.22
0,10
0.54
0.17
0.11
A BLANK INDICATES NO
0910
DIRtCT
0.17

0,16

0.17
0.9S
0.76
(1,96


0,61
0,98
0.95
0.58

0.97

O.B5
0.1H
O.BH
0,6«
0,84
0.86


0.25


0,21
1.05


TOTAL"
0,88
0,09
1.00
0.09
0.78
MO
1.26
»,t*
0.41
0.17
1.01
1.11
Ml
0.91
0.2«
1.13
0.55
l.l»
0.58
1,07
0,96
1.08
1.04
0.16
0,24
0.79
0.22
0,51
0.67
».1T
0.65
0.25
DATA AVAILABLE
12
Ul«ECT
0,6}



0. 17
0.21

I. 10


0.15
1,11
l.ll
1,02

LIB

1.20
1.15
1.09
1,02
1,04
0.99


0.1S



I. I*
1.14
	 	

JO
153
TOUl UMECT
1.22
n.12
O.T8
0,19
i.oe
0,58
0,07
1.27
0.11
0,47
.01
.15
,2a
.26
.67
.11
.16
.1"
.12
.27
.25
,26
.25
0,19
0,4}
0,85
0.66
0,58
0.30
1.29
1.29
O.J9

0.69


0.66

0.76

U.71
0,76

0.22
0.50
0.67
0,56
0.1}
0.7S

0.76
0,74
0,56
0.64
0,71
0.22




0,51

o.Bi
0.45
0.67


0
TOT»t
0.9}
0.10
0,51
0,94
0.14
o.ee
o.oa
0,86
0,92
0,40
0.66
0,77
1.0
0.7B
0,74
0.89
0.06
0,91
0,89
0.76
0.85
0,89
0,51
0,07
0.11
0,37
0,}9
0.9J
0,18
0,95
0,»1
1.01



1«
OIHtCT
0,08
0.11

0,1)

0,01

v 0,04
^0.15

0,00
0.09
0,0|

0,09


0.16
0,08
0,15
0.9
0,15
0.1)





0.14
0.17
0.15
0.18


30
TOTAL
0.24
0,19
0,08
0,26
0,01
0,10
0,01
0.17
0,21
0,11
0.11
0,18
0,11
1.01
0,17
0.12
0,02
0,11
0,18
0,24
0.18
0,24
0.2«
0,01
0,08
0.1J
0.14
0,09
0.15
O.Z5
0.24
0.26


                                                 table D-5.  Solar Radiation Data.

-------
                                     TABLE  D-6.  WIND  INFORMATION IN JUNE-JULY 1975
Month
   Frequency (Z) of wind directions (P) and average wind velocity  (m/sec)  (S)      	
N   NNE   NE   ENE   E   ESE   SE   SSE   S   SSW   SW   WSW   W   WNW   NW    NNW Average Maximum
               Frequency
Wind velocity   of calm
  (m/sec)	  periods
                   U)
June (P)    1    21    7    2    0
     (S)  2.0  4.2   5.5  3.5
July (P)    1    22   12    0    0
     (S)  3.0  3.3   3.2
                           Sukhaya Station                                 x

                          12     6    6    19   10    17   4     1    0      2
                         1.0  1.8   2.5  2.6  4.2  4.0   4.7  2.4  3.7  3.0    2.6
                          1    3    12    8    11   5     12   7     1    2      3
                         1.0  1.7   2.2  2.6  3.9  3.7   4.5  3.2  1.7  2.2    2.5
  3.4

  2.8
14

10
14

13
                                     Babushkin Station
June (P)
(S)
July (P)

1
1.3
2
1.0
4
1.8
1
1.5
3
V1.3
3
1.5
1
1.7
4
1.4
1
1.5
2
1.2
3 5
1.8 2.5
1 9
1.5 2.6
1
3.0
3
2.7
1
1.0
2
2.2
0

1
2.0
5
2.5
6
1.4
24
4.1
28
4.2
39
4.9
30
4.1
5
2.3
6
1.7
4
1.4
4
1.0
0

1
1.5
3.1

2.5

16

18

16

20

Note:  Results are presented at two meteorological stations which are located on  the eastern  shore  of Lake Baikal.
       Babushkin station is located south of the Selenga River mouth and Sukhaya  station  is north of Proval Bay.
       For each month, the upper line is the percent frequency of wind directions and  the  lower  line is the average
       wind velocity.

-------
o
                   TABLE D-7.  NUMBER OF OCCURANCES OF WIND VELOCITY  GRADATIONS  FOR
                                           JUNE-JULY  1975.
Gradation of wind velocity (m/sec)
Month
June
July
June
July
0-1
62
76
78
106
2-3
75
93
70
72
4-5
54
55
46
46
6-7
Sukhaya
38
20
Babushkin
35
13
8-9
Station
5
3
Station
8
5
10-11
5
1
3
6
12-13
\ 1
0
0
0
14-15
0
0
0
0
           Note:  Station locations ame as in Table D-6.

-------
                                  TECHNICAL REPORT DATA
                           (Please read Instructions on the reverse before completing)
 REPORT NO.
                             2.
                                                          3. RECIPIENT'S ACCESSION-NO.
 TITLE AND SUBTITLE
  RESULTS OF A JOINT U.S.A./U.S.S.R.  HYDRODYNAMIC AND
  TRANSPORT MODELING PROJECT,  APPENDICES B, C, AND D.
                                                          5. REPORT DATE
            6. PERFORMING ORGANIZATION CODE
           j0hn F. Paul, William L.  Richardson, Alexandr
  B.  Grostko (Rostov State  University, USSR), Anton A.
  Matveyev (Hydrochemical Institute, Hydromet.
                                                          8. PERFORMING ORGANIZATION REPORT NO.
 PERFORMING ORGANIZATION NAME AND ADDRESS
  Large Lakes Research Station
  Environmental Research Laboratory-Duluth
  Grosse He, Michigan  48138
             10. PROGRAM ELEMENT NO.
               1BA769
             11. CONTRACT/GRANT NO.
12. SPONSORING AGENCY NAME AND ADDRESS
  Environmental Research Laboratory-Duluth
  Office of Research  and. Development
  U.S. Environmental  Protection Agency
  Duluth, Minnesota   55804
             13. TYPE OF REPORT AND PERIOD COVERED
               Final
             14. SPONSORING AGENCY CODE
               EPA/600/03
15. SUPPLEMENTARY NOTES
  Performed as part of  project 02.02-12 (Water Quality  in Lakes and Estuaries) of
  U.S.A./U.S.S.R. Environmental Agreement.
16. ABSTRACT
  A joint modeling project  with scientists from  the  U.S.A.  and U.S.S.R. has been
  accomplished.  The  three  geographical areas investigated  include Lake Baikal and
  the Sea of Azov in  the U.S.S.R. and Saginaw Bay, Lake Huron in the U.S.A.  The
  modeling approaches ranged from those employing material  and mass conservation  to
  describe water movement to those involving solution of the complete three-dimensional
  hydrodynamic equations.   The model calculations were compared to available data and,
  in all cases, reasonable  agreement was obtained.

  This portion of the report includes Appendices B,  C, and  D for the main study,
  published as EPA-600/3-79-015.

  This report covers  a period from May 1977 to December 1977, and work was completed
  as of April 1978.
                               KEY WORDS AND DOCUMENT ANALYSTS
                  DESCRIPTORS
                                              b.IDENTIFIERS/OPEN ENDED TERMS
                             COSATI Field/Group
  Hydrodynamics
  Mathematical models
  Circulation
  Lakes
 Lake Baikal
 Sea of Azov
 Saginaw Bay
 Wind Driven Circulation
 U.S.A/U.S.S.R. Environ-
   mental Agreement
08/H
20/D
13. DISTRIBUTION STATEMENT
  RELEASE TO PUBLIC
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                               250
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-------