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Table 2 Inflow rate (m3/s) into the waterway tunnel depending on water head difference and inner diameter of the waterway tunnel

From: Hydrodynamic fish modeling for potential-expansion evaluations of exotic species (largemouth bass) on waterway tunnel of Andong-Imha Reservoir

Water head difference (m)

Inner diameter of the waterway tunnel

1 m

2 m

3 m

4 m

5 m

6 m

7 m

8 m

9 m

10 m

1.0

15.1

23.4

29.9

35.3

39.8

43.7

47.0

50.0

52.5

54.8

2.0

21.4

33.1

42.3

49.9

56.3

61.7

66.5

70.6

74.3

77.6

3.0

26.2

40.6

51.8

61.1

68.9

75.6

81.4

86.5

91.0

95.0

4.0

30.2

46.9

59.9

70.5

79.6

87.3

94.0

99.9

105.1

109.7

5.0

33.8

52.4

66.9

78.9

89.0

97.6

105.1

111.7

117.5

122.6

6.0

37.0

57.4

73.3

86.4

97.4

106.9

115.2

122.4

128.7

134.3

7.0

40.0

62.0

79.2

93.3

105.2

115.5

124.4

132.2

139.0

145.1

8.0

42.7

66.3

84.6

99.8

112.5

123.5

133.0

141.3

148.6

155.1

9.0

45.3

70.3

89.8

105.8

119.3

131.0

141.0

149.9

157.6

164.5

10.0

47.8

74.1

94.6

111.5

125.8

138.0

148.7

158.0

166.2

173.4

15.0

58.5

90.8

115.9

136.6

154.1

169.1

182.1

193.5

203.5

212.4

20.0

67.6

104.8

133.8

157.7

177.9

195.2

210.2

223.4

235.0

245.3