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    Discussion: “Speed Regulation Study for Bay D’Espoir Hydroelectric Generating Station” (Newey, R. A., 1968, ASME J. Basic Eng., 90, pp. 58–64) 

    Source: Journal of Fluids Engineering:;1968:;volume( 090 ):;issue: 003:;page 421
    Author(s): J. L. Gordon
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Submergence Factors for Hydraulic Turbines 

    Source: Journal of Energy Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): J. L. Gordon
    Publisher: American Society of Civil Engineers
    Abstract: The elevation of a hydroelectric turbine above or below tailwater is based on hydraulic model studies to determine the critical sigma, defined as the ratio of barometric pressure plus submergence depth at which cavitation ...
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    Hydroturbine Cavitation Erosion 

    Source: Journal of Energy Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): J. L. Gordon
    Publisher: American Society of Civil Engineers
    Abstract: This paper is based on an analysis of turbine cavitation data obtained from 729 turbines installed in the United States since 1950 and 19 selected Canadian turbines. An equation has been developed to express the anticipated ...
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    Discussion of “<i>Float‐In Powerhouses</i>” by George A. Makela (June, 1983) 

    Source: Journal of Energy Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): J. L. Gordon
    Publisher: American Society of Civil Engineers
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    Elasto-Plastic Analysis of Perforated Plates Containing Triangular Penetration Patterns of 10 Percent Ligament Efficiency 

    Source: Journal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 003:;page 210
    Author(s): D. P. Jones; J. L. Gordon
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The finite element method is utilized to obtain the elasto-plastic stress and strain fields in a perforated plate made of a work-hardening material. The perforated plate contains penetrations ...
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    Local Flexibility Coefficients for the Built-in Ends of Beams and Plates Including the Effects of Foundation Fillet Radii 

    Source: Journal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 003:;page 249
    Author(s): J. L. Gordon; D. P. Jones
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The local deformations at the built-in end of a beam or plate re-entrant corner have considerable influence upon the redundant forces and moments at the juncture, and hence, upon the stresses. ...
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    Andekaleka Gathering Tube Hydropower Intake 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 008
    Author(s): J. L. Gordon; F. E. Parkinson; B. Rakotondrafara
    Publisher: American Society of Civil Engineers
    Abstract: Tropical rivers often transport a heavy bed load and have a high silt content, and their surface waters carry leaves, twigs, and an occasional tree or branch. Extracting reasonably clean water for a high head power plant ...
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    High Head Hydro Powerplant Evaluation 

    Source: Journal of Energy Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): J. L. Gordon; P. C. Helwig; L. G. Sturge
    Publisher: American Society of Civil Engineers
    Abstract: When the head on a hydroelectric powerplant is between about 250–700 m (800–2,300 ft) the turbine can be either an impulse or reaction Francis unit. For each type of unit the operating characteristics and design of the ...
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    Closure to “<i>High Head Hydro Powerplant Evaluation</i>” by J. L. Gordon, P. C. Helwig, and L. G. Sturge (December, 1986) 

    Source: Journal of Energy Engineering:;1988:;Volume ( 114 ):;issue: 001
    Author(s): J. L. Gordon; P. C. Helwig; L. G. Sturge
    Publisher: American Society of Civil Engineers
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    Application of Equivalent Elastic Methods in Three-Dimensional Finite Element Structural Analysis 

    Source: Journal of Pressure Vessel Technology:;1999:;volume( 121 ):;issue: 003:;page 283
    Author(s): D. P. Jones; J. L. Gordon; D. N. Hutula; J. E. Holliday; W. G. Jandrasits
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper describes use of equivalent solid (EQS) modeling to obtain efficient solutions to perforated material problems using three-dimensional finite element analysis (3-D-FEA) programs. It is ...
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