TECHNICAL NOTES
Oct 15, 2002

Generalized Study of Hydraulics of Culvert Fishways

Publication: Journal of Hydraulic Engineering
Volume 128, Issue 11

Abstract

This study presents a comprehensive analysis of the experimental observations, collected previously in an extended project on culvert fishways with offset baffle, slotted weir baffle, weir baffle, spoiler baffle, Alberta fishweir, and fishbaffle systems. It has been found that a general correlation exists between the dimensionless discharge Q*=Q/(gS0D5) and the relative depth of flow (y0/D) for each value of the relative baffle height (h/D). Furthermore, for relative baffle heights in the practical range of 0.1–0.15, longitudinal baffle spacing should be limited to a maximum of D. The velocity field in the centerplane of each of these culvert fishways was analyzed and was found to be similar with the similarity profiles having different shapes for different baffle systems. A general correlation was also found for the normalized velocity scale. Even though most of the baffle systems worked reasonably well in the range of parameters recommended, the weir and slotted weir baffle systems are simpler yet equally effective. The results presented in this paper will hopefully facilitate the design and building of successful culvert fishways.

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References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 128Issue 11November 2002
Pages: 1018 - 1022

History

Received: May 14, 2001
Accepted: May 30, 2002
Published online: Oct 15, 2002
Published in print: Nov 2002

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Authors

Affiliations

S. A. Ead, M.ASCE
Assistant Professor, Dept. of Civil Eng., Ain Shams Univ., Cairo, Egypt; currently, Research Associate, Univ. of Alberta, Edmonton AB, Canada T6G 2G7.
N. Rajaratnam, F.ASCE
Professor, Dept. of Civil Eng., Univ. of Alberta, Edmonton AB, Canada T6G 2G7.
C. Katopodis, M.ASCE
Regional Habitat Eng., Dept. of Fisheries and Oceans, Winnipeg MB, Canada R3T 2N6.

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