The roughness of annular corrugated steel pipe fishway could generate sufficiently low flow velocities near the boundary, which facilitates fishes to immigrate towards the upstream. In this paper, the water surface line, flow velocity field, and turbulent flow field in the annular corrugated steel pipe culvert fishway are simulated under different conditions (flow rate 0.05 m3/s, 0.07 m3/s and 0.09 m3/s, embedded depth 0D, 0.1D and 0.2D, and slope gradient 0.4%). Results show that high velocity field (dimensionless velocity greater than 0.9) is located in the central area of the cross section of the culvert, and high turbulent flow field (turbulence intensity greater than 0.2) is located near the central area of the water surface. In large areas near the side walls of culvert bottom, due to relatively low velocity, the turbulence intensity is relatively low (less than 0.1) and fishes could complete migration using this passage. Compared with nonembedded culverts, the embedded culvert has lower average velocity and gentle variation of turbulence intensity, therefore it is more conducive to fish migration.
Key words
numerical simulation /
hydraulic characteristics /
fishway /
corrugated steel pipe culvert /
roughness /
high velocity field /
high turbulent flow field
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References
[1]ABBS T J. A Model Study of the Hydraulics Related to Fish Passage Through Backwatered Culverts[C]∥ Proceedings of the 18th Canadian Hydrotechnical Conference: Changes for Water Resources Engineering in a Changing World. Winnipeg, Manitoba, August 22-24, 2007: 1-12.
[2] BATES K. Design of Road Culverts for Fish Passage[R]. USA: Washington Department of Fisheries and Wildlife, 2003.
[3] BARBER M E, DOWNS R C. Investigation of Culvert Hydraulics Related to Juvenile Fish Passage[R]. USA: Washington State Department of Transportation, 1996.
[4] EAD S A,RAJARATNAM N,KATOPODIS C,et al.Turbulent Open-channel Flow in Circular Corrugated Culverts[J]. Journal of Hydraulic Engineering, 2000, 126(10): 750-757.
[5] 曹庆磊,杨文俊,陈 辉.2010. 同侧竖缝式鱼道水力特性的数值模拟[J].长江科学院报,2010,27(7):26-30.(CAO Qinglei, YANG Wenjun, CHEN Hui. Numerical Simulation of Characteristics of Vertical Slot Fishway on Same One Side[J]. Journal of Yangtze River Scientific Research Institute, 2010, 27(7): 26-30. (in Chinese))
[6] HUNT M,CLARK S, KEHLER N. A Model Study of the Hydraulics Related to Fish Passage in a CSP Culvert with a Vertical Headwall[C]∥Proceedings of the 8th International Symposium on Ecohydraulics. Seoul, Korea, September 12-16, 2010: 1-8.
[7] GARNER M E, KELLS J A, KATOPODIS C.A Model Study of the Hydraulics Related to Fish Passage through Embedded Culverts[C]∥ Proceedings of the Joint Conference of IAHR, ASCE and CSCE. Vancouver, August 9-14, 2009: 1-8.
[8] ENDERS E C, BOISCLAIR D, ROY A G. The Effect of Turbulence on the Cost of Swimming for Juvenile Atlantic Salmon (Salmo salar)[J]. Canadian Journal of Fisheries and Aquatic Sciences, 2003, 60(9): 1149–1160.
[9] ENDERS E C, BOISCLAIR D, ROY A G. A Model of Total Swimming Costs in Turbulent Flow for Juvenile Atlantic Salmon(Salmo salar)[J]. Canadian Journal of Fisheries and Aquatic Sciences, 2005, 62(5): 1079–1089.
[10]SMITH D L, BRANNON E L, ODEH M. Response of Juvenile Rainbow Trout to Turbulence Produced by Prismatoidal Shapes[J]. Transactions of American Fisheries Society, 2005, 134(3): 741-753.