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APPENDIX II: FITTING A MATHEMATICAL MODEL TO THE ACOUSTIC DATA OF LAKE TANGANYIKA1

1 Bazigos, G.P. (1975), The statistical efficiency of echo-surveys with special reference to Lake Tanganiyka, FAO Fish.Tech.Pap., (139):52 p.
Introduction

The main objective of this analysis was to attempt to fit a mathematical model to the empirical data of the conducted acoustic survey in Lake Tanganyika in order to explain the spatial distribution of the fish stocks, and to obtain a suitable transformation to normalize the frequency distribution of the data in order to perform further statistical analysis such as regression and analysis of variance.

Methodology

For this analysis Stratum 2, the largest stratum of the survey area was selected (see map, p. 135). The basic variable considered was y = integrator reading. Also, it was recognized that the fish move in schools in daytime and in layers at night. Hence, daytime and night-time data were treated separately.

Night data

Firstly, the night data were arranged in a frequency distribution table. The sample mean () and variance (s2) were then computed. The purpose was to compare the magnitudes of the two statistics and s2, to indicate which theoretical distribution might be a suitable model. Now for this type of population, three mathematical distributions are possible models, namely Positive Binomial (s2 < m), Poisson (s2 = m), and Negative Binomial (s2 > m), where m, s2 are population mean and variance respectively; was found to be 170.90, whilst s2 was 141896.61. As and s2 are unbiased estimates of the population mean (m) and variance (s2) and s2 > , there is a strong indication that the Negative Binomial Distribution is the most probable model. The chi-squared “goodness-of-fit” test was applied to ascertain the adequacy of the model. The model was found to be adequate, the spatial dispersion of the population could be described as a contagious distribution or clumped distribution, (see Appendix I). The estimated value of the clumping coefficient was .

Logarithmic transformation

The next step was to find a suitable transformation to normalize the frequency distribution. Now for a Negative Binomial Distribution with k less than two, the usual transformation is the logarithmic transformation. In particular the zero counts in the data suggested the transformation z = loge(y + 1) as the appropriate transformation for normality. To test the validity of this transformation the chi-squared “goodness-of-fit” test was applied. The transformed data were assumed to follow the normal distribution whose mean and variance were estimated by the corresponding sample values. The expected frequencies (f!) were obtained by considering the cumulative distribution tables of the normal distribution. The chi-squared statistic,

was then computed to be 28.11, where fi = observed frequencies, and n = number of frequency classes. Now, under the hypothesis of normality the above statistic follows a chi-squared distribution with n-3 degrees of freedom (df). Now n = 32, therefore df = 29. But the tabulated value for 95 percent level of X2(29)= 42.56. Hence, it is concluded that at 95 percent confidence level the normal distribution fits our empirical data adequately. Hence the recommended transformation is z = loge(y + 1). The analysis was repeated for the daytime data and the Negative Binomial Distribution was again found to be the appropriate mathematical model. Again the transformation log(y + 1) was found to normalize the data. Except for two points out of 41 which could be treated as outliers all the remaining 39 points in the frequency distribution table satisfied the chi-squared criterion.

STRATUM 2 - NIGHT DATA

Mean

Sample variance

= negative binomial model

Log transformation, z = loge(y+1)
Transformed data:

ACOUSTIC SURVEY - LAKE TANGANYIKA
STRATUM 2 - NIGHT DATA

f

y

y2

fy

fy2

z = loge(y+1)

z2f

zf

1

0

0

0

0

0.00

0.00

0.00

2

2

4

4

8

1.10

2.42

2.20

2

4

16

8

32

1.61

5. 18

3.22

1

5

25

5

25

1.79

3.20

1.79

1

6

36

6

36

1.95

3.80

1.95

2

7

49

14

98

2.08

8.33

4.16

2

10

100

20

200

2.40

11.52

4.80

1

11

121

11

121

2.48

6. 15

2.48

1

14

144

12

144

2.56

6.55

2.56

1

16

256

16

256

2.83

8.01

.2.83

1

20

400

20

400

3.04

9.24

3.04

2

28

784

56

1568

3.37

22.71

6.74

1

29

841

29

841

3.40

11.56

3.40

1

30

900

30

900

3.43

1 1.76

3.43

1

36

1296

36

1296

3.61

13.03

3.61

2

38

1444

76

2888

3.66

26.79

7.32

2

42

1764

84

3528

3.76

28. 14

7.52

2

48

2304

96

4608

3.89

30.13

7.78

1

52

2704

52

2704

3.97

15.76

3.97

1

55

3025

55

3025

4.03

16.24

4.03

1

71

5041

71

5041

4.28

18.32

4.28

1

72

5184

72

5184

4.29

18.33

4.29

1

94

8836

94

8836

4.55

20.70

4.55

2

105

11025

210

22050

4.66

43.42

9.32

1

304

92416

304

92416

5.72

32.72

5.72

1

310

96100

310

96100

5.74

32.95

5.74

1

366

133956

366

133956

5.91

34.93

5.91

1

450

202500

450

202500

6.11

37.33

6.11

1

470

220900

470

220900

6.15

37.82

6.15

1

880

774400

880

774400

6.78

45.97

6.78

1

1170

1368900

1170

1368900

7.06

49.34

7.06

1

1980

3920400

1980

3920400

8.44

71.23

8.44

Total n = 41

688.08

153.18


Log transformation: z = loge(y+l)

ACOUSTIC SURVEY - LAKE TANGANYIKA
STRATUM 2 - NIGHT DATA

yi

fi

x

Fi(x)

nFi(x)



X2

0

1

-1.90

0.03

1.23

1.23

0.05

0.04

2

2

-1.31

0.10

4.10

2.87

0.76

0.26

4

2

-1.04

0.15

6.15

2.05

0.0025

0.00

5

1

-0.95

0.17

6.97

0.82

0.03

0.04

6

1

-0.86

0.19

7.79

0.82

0.03

0.04

7

2

-0.79

0.21

8.61

0.82

1.39

1.70

10

2

-0.62

0.27

11.07

2.46

0.2!

0.09

11

1

-0.58

0.28

11.48

0.41

0.35

0.85

12

1

-0.54

0.29

11.89

0.41

0.35

0.85

16

1

-0.39

0.35

14.35

2.46

2.13

0.87

20

1

-0.28

0.39

15.99

1.64

0.41

0.25

28

2

-0.1063

0.45

18.45

2.87

0.76

0.26

29

1

-0.0904

0.46

18.86

0.41

0.35

0.85

30

1

-0.07

0.47

19.27

0.41

0.35

0.85

36

1

0.02

0.51

20.91

1.64

0.41

0.25

38

2

0.05

0.52

21.32

0.41

2.53

6.17

42

2

0. 10

0.54

22. 14

0.82

1.39

1.70

48

2

0.17

0.57

23.37

1.23

0.59

0.48

52

1

0.21

0.58

23.78

0.41

0.35

0.85

55

1

0.25

0.60

24.60

0.82

0.03

0.04

71

1

0.3776

0.64

26.24

2.05

1.10

0.54

72

1

0.3829

0.65

26.65

0.41

0.35

0.85

94

1

0.5212

0.70

28.70

2.05

1.10

0.54

105

2

0.58

0.72

29.52

0.82

1.39

1.70

304

1

1.14

0.87

35.67

6. 15

26.52

4.31

310

1

1.1542

0.88

36.08

0.41

0.35

0.85

366

1

1.24

0.89

36.49

0.41

0.35

0.85

450

1

1.35

0.91

37.31

0.82

0.03

0.04

470

1

1.3723

0.92

37.72

0.41

0.35

0.85

880

1

1.71

0.96

39.36

1.64

0.41

0.25

1170

1

.86

0.97

39.77

0.41

0.35

0.85

1980

1

2.59

1.00

41.00

1.23

0.05

0.04


z = loge(y+1)


X2 = 28.11


No. of frequency classes - 32

No. of parameters estimated from N(m, s2) = 2

Therefore, d.f. = 32-2-1 = 29

Tabulated value of X2(29) at 95 percent level = 42.56

Hence normal distributions fit adequately at 95 percent confidence level

MATHEMATICAL MODEL FOR ACOUSTIC SURVEY OF LAKE TANGANYIKA
STRATUM 2 - DAY DATA

Frequency distribution of integrator value (y)

f

19

18

5

6

2

2

1

2

3

1

1

4

2

y

0

1

2

3

4

5

6

7

a

9

11

12

13


f

1

2

2

3

3

1

1

1

2

1

3

1

1

y

14

17

18

22

24

26

30

31

32

36

42

45

46


f

2

1

2


1

1

1

1

1

1


1


y

50

54

56


105

125

133

152

170

210


360



n = 102

i.e. = Negative binomial model

Required transformation y + log(y+1)

ACOUSTIC SURVEY - LAKE TANGANYIKA
STRATUM 2 - DAY DATA

yi

fi

x

Fi(x)

nFi(xi)



X2

0

19

-1.26

0.10

10.20

10.20

77.44

7.59*

1

18

-0.82

0.20

20.40

10.20

60.84

5.96

2

5

-0.55

0.29

29.58

9.18

17.47

1.90

3

6

-0.37

0.36

36.72

7.14

1.30

0.18

4

2

-0.23

0.41

41.82

5.10

9.61

1.88

5

2

-0.11

0.46

46.92

5.10

9.61

1.88

6

1

-0.01

0.50

51.00

4.08

9.49

2.33

7

2

0.08

0.53

54.06

3.06

1.12

0.37

8

5

0.15

0.55

56.10

2.04

4.24

2.08

9

I

0.22

0.59

60.18

4.08

9.49

2.33

11

1

0.34

0.63

64.26

4.08

9.49

2.33

12

4

0.39

0.65

66.30

2.04

3.84

1.88

13

. 2

0.44

0.67

68.34

2.04

0.00

0.00

14

1

0.48

0.68

69.36

1.02

0.00

0.00

17

2

0.60

0.73

74.46

5.10

9.61

1.88

18

2

0.6322

0.74

75.48

1.02

0.96

0.94

22

3

0.76

0.78

79.56

4.08

1.17

0.29

24

3

0.86

0.79

80.58

1.02

3.92

3.84

26

1

0.81

0.81

82.62

2.04

1.08

0.53

30

1

0.95

0.82

83.64

1.02

0.00

0.00

31

1

0.9741

0.83

84.66

1.02

0.00

0.00

32

2

0.99

0.84

85.68

1.02

0.96

0.94

36

1

1.06

0.86

87.72

2.04

1.08

0.53

42

3

1.1612

0.87

88.74

1.04

3.84

3.69

45

1

1.2064

0.88

89.76

1.02

0.00

0.00

46

1

1.2193

0.89

90.78

1.02

0.00

0.00

50

2

1.27

0.90

91.80

1.02

0.96

0.94

54

1

1.3225

0.9066

92.47

1.02

0.00

0.00

56

2

1.3419

0.9099

92.81

0.34

2.76

8.11*

105

1

1.74

0.9591

97.83

5.02

16.16

3.22

125

1

1.8580

0.9686

98.80

1.02

0.00

0.00

133

1

1.8967

0.9713

99.07

0.27

0.53

1.96

152

1

1.98

0.9761

99.56

0.49

0.26

0.53

170

1

2.0516

0.9798

99.94

0.38

0.38

1.00

210

1

2.19

0.9857

100.54

0.60

0.16

0.27

360

1

2.54

0.9945

101.44

0.90

0.01

0.01


z = loge(y+1)

n = 102

X2 = 59.48
X2 = 43.78**

** Estimated x2 without the two values indicated by asterisk
Relative abundance of pelagic fish stocks in Lake Tanganyika


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