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    Teaching of Hydraulic Design at University of Newcastle upon Tyne 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): P. Novak; E. M. Valentine
    Publisher: American Society of Civil Engineers
    Abstract: At the University of Newcastle, Hydraulic Engineering Design is part of the fourth (final) year curriculum of the (undergraduate) MEng course and of the 1-year (postgraduate) MSc course. The prerequisites are a good ...
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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 “Optimal Design of Parabolic-Bottomed Triangle Canals” by K. Babaeyan-Koopaei, E. M. Valentine, and D. C. Swailes 

    Source: Journal of Irrigation and Drainage Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author(s): K. Babaeyan-Koopaei; E. M. Valentine; D. C. Swailes
    Publisher: American Society of Civil Engineers
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    Optimal Design of Parabolic-Bottomed Triangle Canals 

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): K. Babaeyan-Koopaei; E. M. Valentine; D. C. Swailes
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics of a parabolic-bottomed triangle cross section are introduced. For this geometry the “best” hydraulic cross section is determined by using the undetermined multipliers method of Lagrange. For a given ...
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