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    Strength of Bentonite Water‐Well Annulus Seals in Confined Aquifers 

    Source: Journal of Irrigation and Drainage Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Fred L. Ogden; James F. Ruff
    Publisher: American Society of Civil Engineers
    Abstract: The advantages of bentonite clay for sealing applications are well known. Bentonites have extremely low permeability, do not affect formation water chemistry, and have the ability to swell and deform in response to subsurface ...
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    Setting Time Effects on Bentonite Water‐Well Annulus Seals 

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Fred L. Ogden; James F. Ruff
    Publisher: American Society of Civil Engineers
    Abstract: Shear strength tests are conducted in a model of a water, well on four, commercially available, granular bentonite well sealing products. The time dependency of annulus seal shear strength and resistance to piping is ...
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    Erosion Rate of Compacted NA‐Montmorillonite Soils 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Alaeddin Shaikh; James F. Ruff; Steven R. Abt
    Publisher: American Society of Civil Engineers
    Abstract: Erosion rates of unsaturated compacted Na‐montmorillonite clays are measured under a range of tractive stresses from surface flows in a rectangular flume. The degree of saturation of compacted samples ranges from 0.52–0.97. ...
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    Headwall Influence on Scour at Culvert Outlets 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Cesar Mendoza; Steven R. Abt; James F. Ruff
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates headwall influence on local scour downstream of culvert outlets. Scour holes produced by discharging jets of varying duration and magnitude through circular culverts onto a horizontal sand bed were ...
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    Culvert Slope Effects on Outlet Scour 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author(s): Steven R. Abt; James F. Ruff; Frederick K. Doehring
    Publisher: American Society of Civil Engineers
    Abstract: A circular shaped culvert was tested with 0, 2, 5, 7, and 10% slopes. The scour hole characteristics of depth, width, length and volume after 316 minutes of testing were correlated to the discharge intensity for each slope. ...
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    Closure to “<i>Riprap Design</i>” by Stephen T. Maynord, James F. Ruff, and Steven R. Abt (July, 1989, Vol. 115, No. 7) 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Stephen T. Maynord; James F. Ruff; Steven R. Abt
    Publisher: American Society of Civil Engineers
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    Riprap Design 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): Stephen T. Maynord; James F. Ruff; Steven R. Abt
    Publisher: American Society of Civil Engineers
    Abstract: A riprap design procedure is developed that is based on local average velocity and local depth. This procedure addresses the influence of riprap gradation, blanket thickness, side slope angle, and channel bends. Example ...
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    Estimating Flow through Riprap 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Steven R. Abt; James F. Ruff; Rodney J. Wittler
    Publisher: American Society of Civil Engineers
    Abstract: Flume studies were conducted in which riprap-protected embankments were subjected to overtopping flows to determine the average interstitial velocity of the through-flow. Velocity measurements were made in riprap having ...
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    Erosion Rate of Dispersive and Nondispersive Clays 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Alaeddin Shaikh; James F. Ruff; Wayne A. Charlie; Steven R. Abt
    Publisher: American Society of Civil Engineers
    Abstract: Erosion rates of unsaturated compacted sodium and calcium montmorillonite clays are measured under a range of tractive shear stresses. The calcium montmorillonite is treated with additives calcium chloride and sodium ...
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    Characteristics of B‐Jump with Different Toe Locations 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): Ahmed M. Adam; James F. Ruff; Ghassan AlQaser; Steven R. Abt
    Publisher: American Society of Civil Engineers
    Abstract: A study of the effect of the location of the toe of a B‐jump (relative to the break in the channel slope) on its characteristics was designed and implemented. The experimental results were used to introduce new expressions ...
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