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    Bridge Hydraulics 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): J. Sterling Jones
    Publisher: American Society of Civil Engineers
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    Merging Laboratory and Field Data in Bridge Scour 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Peggy A. Johnson; J. Sterling Jones
    Publisher: American Society of Civil Engineers
    Abstract: Highway engineers are dealing with a major effort to assess and evaluate our nation's bridges for scour. Advanced technology is urgently needed to make a meaningful impact on this effort. In order to understand the process ...
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    Erratum: 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): J. Sterling Jones; Roger T. Kilgore; Mark P. Mistichelli
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Effects of Footing Location on Bridge Pier Scour</i>” by J. Sterling Jones, Roger T. Kilgore, and Mark P. Mistichelli (February, 1992, Vol. 118, No. 2) 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): J. Sterling Jones; Roger T. Kilgore; Mark P. Mistichelli
    Publisher: American Society of Civil Engineers
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    Effects of Footing Location on Bridge Pier Scour 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): J. Sterling Jones; Roger T. Kilgore; Mark P. Mistichelli
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory study was conducted to investigate the effects of footing location on the depth of scour. None of the existing pier‐scour equations have provisions for accounting for nonuniform pier configurations; rather ...
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    Clear-Water Contraction Scour under Bridges in Pressure Flow 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): Edward R. Umbrell; G. Kenneth Young; Stuart M. Stein; J. Sterling Jones
    Publisher: American Society of Civil Engineers
    Abstract: Bridges that become partially or totally submerged during large floods are subject to pressure-flow scour, a condition where the flow is directed downward and under the bridge deck, creating an increase in flow velocity ...
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