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Table 4 Morphometric results of the Murredu catchment

From: Morphometric analysis for prioritizing sub-watersheds of Murredu River basin, Telangana State, India, using a geographical information system

Sl.No.

Parameters

SW1

SW2

SW3

SW4

SW5

SW6

SW7

SW8

SW 9

SW10

SW11

SW12

SW13

SW 14

1

Stream order

4

3

4

4

4

4

4

4

5

4

5

4

5

3

2

Stream number

99

20

74

56

88

92

65

71

256

85

109

99

84

27

3

Stream length

121

28

112

69

127

115

132

143

63

144

139

121

160

53

4

Bifurcation ratio

13.25

8.33

11.75

11.42

12.47

12.44

8.79

11.75

16

13.03

12.43

13.25

11.73

9.5

5

Stream length ratio

2.05

1.5

2.01

2.06

1.58

1.49

1.51

1.21

3.05

1.79

2.23

2.05

1.86

1.75

6

Mean stream length

15.02

10.21

16.84

15.45

16.39

12.96

13.33

11.63

3.72

19.77

16.11

20.97

14.67

20.75

7

Mean bifurcation ratio

4.42

4.17

3.92

3.81

4.16

4.15

2.93

3.92

4

4.34

3.11

4.42

2.93

3.17

8

Mean steam length ratio

0.68

0.75

0.67

0.69

0.53

0.5

0.5

0.4

0.76

0.6

0.56

0.68

0.47

0.58

9

Stream frequency

0.74

0.78

0.74

0.82

0.74

0.84

0.39

0.31

7.91

0.69

0.85

0.88

0.45

0.38

10

Drainage density

1.05

1.09

1.12

1.01

1.06

1.05

0.80

0.62

1.95

1.18

1.08

1.08

0.86

0.74

11

Drainage texture

1.16

0.42

0.76

0.71

1.21

1.02

0.54

0.43

5.63

0.82

1.28

1.32

0.74

0.44

12

Length of overland flow

0.47

0.46

0.45

0.49

0.47

0.47

0.63

0.81

0.26

0.42

0.46

0.46

0.58

0.68

13

RHO coefficient

9.26

5.56

5.86

5.55

7.88

8.33

5.80

9.74

13.38

7.28

5.57

6.45

6.29

5.43

14

Drainage intensity

0.70

0.71

0.66

0.81

0.69

0.80

0.49

0.50

4.06

0.59

0.78

0.82

0.53

0.51

15

Infiltration number

0.78

0.84

0.83

0.83

0.79

0.89

0.31

0.19

15.39

0.82

0.92

0.96

0.39

0.28

16

Constant of channel maintenance

0.95

0.92

0.89

0.99

0.94

0.95

1.25

1.62

0.51

0.85

0.92

0.93

1.17

1.35

17

Maximum elevation

745

456

468

469

430

413

616

429

217

446

350

624

784

345

18

Minimum elevation

228

184

134

163

57

100

100

73

86

125

97

116

118

146

19

Relief

0.52

0.27

0.33

0.31

0.37

0.31

0.52

0.36

0.13

0.32

0.25

0.51

0.67

0.20

20

Relief ratio

0.03

0.03

0.02

0.02

0.02

0.02

0.02

0.01

0.01

0.02

0.01

0.03

0.03

0.01

21

Relative relief

0.96

0.96

0.48

0.59

0.59

0.46

0.51

0.26

0.48

0.43

0.41

0.83

0.69

0.57

22

Ruggedness number

0.54

0.30

0.37

0.31

0.40

0.33

0.41

0.22

0.25

0.38

0.27

0.55

0.57

0.15

23

Watershed area

121.50

25.79

100.08

68.24

119.26

109.21

165.12

230.95

32.37

122.31

128.13

111.94

186.74

71.69

24

Watershed perimeter

77.69

47.39

96.83

79.08

72.92

90.07

120.67

164.32

45.46

103.35

85.36

74.91

114.21

60.85

25

Basin length

19.13

8.31

17.95

14.44

19.83

18.87

23.86

28.87

9.46

20.12

20.66

19.13

25.59

14.85

26

Circulatory ratio

0.25

0.14

0.13

0.14

0.28

0.17

0.14

0.11

0.20

0.14

0.22

0.25

0.18

0.24

27

Elongation ratio

0.62

0.69

0.63

0.65

0.62

0.63

0.61

0.59

0.68

0.62

0.62

0.62

0.60

0.64

28

Form factor

0.30

0.37

0.31

0.33

0.30

0.31

0.29

0.28

0.36

0.30

0.30

0.31

0.29

0.32

29

Lemniscate ratio

0.83

0.67

0.81

0.76

0.82

0.81

0.86

0.90

0.69

0.83

0.83

0.82

0.88

0.77

30

Shape index

3.31

2.68

3.22

3.06

3.30

3.26

3.45

3.61

2.76

3.31

3.33

3.27

3.51

3.08

31

Compactness coefficient

1.99

2.63

2.73

2.70

1.88

2.43

2.65

3.05

2.25

2.64

2.13

2.00

2.36

2.03

32

Hypsometric integral

0.4

0.33

0.33

0.35

0.29

0.28

0.23

0.26

0.35

0.32

0.25

0.24

0.2

0.36