A Study on Hydraulic Characteristics of rollway of Ice-Harbor Type Fishway Using Computational Fluid Dynamics

A Study on Hydraulic Characteristics of rollway of Ice-Harbor Type Fishway Using Computational Fluid Dynamics

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Key Words : (Artificial fishway), (Ice harbor type), (Hydraulic characteristics), (Computational fluid dynamics)

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Baek (2013)

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그림 5 색상에 따른 체적분율 수치표

2% 5% 7% 10%

표 2 월류부 높이 h=0.5m 유속 v=0.5m/s 일 때 중앙 칸 내 유동

[m/s]

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0.5      × 

 0.6      × 

 0.7      × 



0.8      × 

 0.9      × 

 1.0      × 

 표 7 h=0.5m일 때 중앙 칸 내 유동

0.5      × 

 0.6      × 

 0.7      × 



0.8      × 

 0.9      × 

 1.0      × 

 표 6 h=0.4m일 때 중앙 칸 내 유동

0.5      × 

 0.6      × 

 0.7      × 



0.8      × 

 0.9      × 

 1.0      × 

 표 5 h=0.3m일 때 중앙 칸 내 유동

0.5      × 

 0.6      × 

 0.7      × 



0.8      × 

 0.9      × 

 1.0      × 



표 4 h=0.2m일 때 중앙 칸 내 유동

. 1.0m/s

. h=0.3 ,

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. h=0.4m 0.5m

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,

,

 × 

∼  × 

,  × 

.

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(froude

number,  ) .

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[8]

,

.

3.

2 ,

. 2%, 5%, 7%, 10%

0.5m/s, 0.6m/s, 0/7m/s, 0.8m/s, 0.9m/s, 1.0m/s .

0.2m, 0.3m, 0.4m, 0.5m

0.5m/s, 0.6m/s, 0/7m/s, 0.8m/s, 0.9m/s, 1.0m/s

. ,

. (1)

, . (2)

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(3)

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(4)

 × 

∼  × 

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. (5)

.

[1] Choi, S. H., 2009, “Flow analysis in the baffled fishway using FLOW-3D.”, Proc. of Korea Water Resources Association, KWRA, pp. 1847-1840.

[2] Baek, K. O., 2013, “Analysis of Hydraulic Passage Efficiency of Ice-Harbor Type Fishway for Flowrate Change”, Journal of the Korean Society of civil Engineers, Vol.30, No.5, pp. 1841-1850.

[3] Lee, Z. S. and Ahn, S. S., 2012, “Analysis of Hydraulic Characteristics in Ice-Harbor Fishway”, 2013 Korean Geo-Enviromental Society Conference, September 21, Seoul, pp.

295-298.

[4] Clay, C. H., 1995, Design of Fishways and Other Fish Facilities, CRC Press, Florida, pp. 106-111.

[5] , 2009, , ,

.

[6] Rajaratnam N., 1988, “Plunging and Streaming Flows in Pool and Weir Fishways”, Journal of Hydraulic Engineering, Vol.114, No.8, pp. 939-944.

[7] Versteeg, H. K., 2007, “An Introduction to Computational Fluid Dynamics The Finite Volume Method”, Prentice Hall, London, pp. 57-61.

[8] Newman, J. N., 1977, “Marine Hydrodynamics”, Cambridge,

Massachusetts: MIT Press, p. 28.