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    Discussion of “<i>Glass Failure Prediction Model</i>” by W. Lynn Beason and James R. Morgan (February, 1984) 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author(s): George R. Walker
    Publisher: American Society of Civil Engineers
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    Motions of an Unstable Retainer in an Instrument Ball Bearing 

    Source: Journal of Tribology:;1994:;volume( 116 ):;issue: 002:;page 202
    Author(s): E. Kingsbury; R. Walker
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We made an experimental investigation of the motions of the retainer in an instrument ball bearing during stable operation and during squeal. Radial motions of the retainer were measured with ...
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    Multilevel Calibration of Furrow Infiltration and Roughness 

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Wynn R. Walker
    Publisher: American Society of Civil Engineers
    Abstract: A stepwise multilevel scheme is developed to sequentially calibrate infiltration and roughness parameters for free-draining furrow irrigation systems. The scheme is one dimensional at each level, thereby simplifying ...
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    Effects of Spatially Variable Intake on Surface Irrigation Advance 

    Source: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Dani Or; Wynn R. Walker
    Publisher: American Society of Civil Engineers
    Abstract: Rational evaluation of surface irrigation systems should consider the effects of spatial variations in soil intake properties on advance trajectories and on the uniformity of infiltrated depths. The objective was to quantify ...
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    Command Area Water Demands. I: Validation and Calibration of UCA Model 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): Seigo Yamashita; Wynn R. Walker
    Publisher: American Society of Civil Engineers
    Abstract: Simulation of aggregate water demands by areas commanded by canal and lateral turnouts is an important input to the operation and management of the irrigation delivery system. A computer simulation model to predict these ...
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    Command Area Water Demands. II: Water‐Demand Function 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): Seigo Yamashita; Wynn R. Walker
    Publisher: American Society of Civil Engineers
    Abstract: The cumulative water demand (CWD) curve was used for validating and calibrating the unit command area (UCA) model, which predicts the aggregate water demands of individual command areas for the entire crop season. During ...
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    Wetlands Bureaucratic Wars: Courts May Shift Balance of Power 

    Source: Journal of Water Resources Planning and Management:;1995:;Volume ( 121 ):;issue: 001
    Author(s): William R. Walker; Elizabeth Crumbley
    Publisher: American Society of Civil Engineers
    Abstract: The Federal Water Pollution Control Act, which later became the Clean Water Act, handles pollution from industrial and commercial discharges differently from dredge and fill pollution associated with waterway maintenance ...
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    Discussion of “<i>Wind‐Induced Fatigue on Low Metal Buildings</i>” by Brian A. Lynn and Theodore Stathopoulos (April, 1985, Vol. 111, No. 4) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): George R. Walker; Gregory F. Reardon
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Structural Performance and Wind Speed‐Damage Correlation in Hurricane Alicia</i>” by Ashan Kareem (December, 1985, Vol. 111, No. 12) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): George R. Walker; Gregory F. Reardon
    Publisher: American Society of Civil Engineers
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    Corner Column‐Slab Connections in Concrete Flat Plates 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): P. R. Walker; P. E. Regan
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of corner bays of flat plate floors was investigated in 11 tests of slabs on four columns. The performance of each specimen is described and related to the details of the slab‐column joints. Comparisons are ...
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