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    Case Study on Hydraulic Performance of Brent Reservoir Siphon Spillway 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): K. Babaeyan-Koopaei; E. M. Valentine; D. Alan Ervine
    Publisher: American Society of Civil Engineers
    Abstract: The Brent Reservoir was constructed in the mid-1830s and its siphon spillways were completed in 1936 to protect the dam from overtopping in the event of an extreme flood. Since completion, there have been problems with the ...
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    Closure to “Two-Dimensional Solution for Straight and Meandering Overbank Flows” by D. Alan Ervine, K. Babaeyan- Koopaei, and Robert H. J. Sellin 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): D. Alan Ervine; K. Babaeyan-Koopaei; Robert H. J. Sellin
    Publisher: American Society of Civil Engineers
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    Hydraulic and Biological Aspects of Fish Passes for Atlantic Salmon 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Eliane Guiny; D. Alan Ervine; John D. Armstrong
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a series of novel experiments testing the relative efficiencies in passing juvenile salmon (parr) through a range of model fish passes incorporating devices such as vertical slots, orifices, weirs, and ...
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    Two-Dimensional Solution for Straight and Meandering Overbank Flows 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 009
    Author(s): D. Alan Ervine; K. Babaeyan-Koopaei; Robert H. J. Sellin
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a practical method to predict depth-averaged velocity and shear stress for straight and meandering overbank flows. An analytical solution to the depth-integrated turbulent form of the Navier-Stokes ...
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