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    Closure to “<i>Flow Resistance of Riprap</i>” by Stephen T. Maynord (June, 1991, Vol. 117, No. 6) 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
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    Evaluation of the Micromodel: An Extremely Small-Scale Movable Bed Model 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
    Abstract: The micromodel is an extremely small physical river model having a movable bed, varying discharge, and numerous innovations to achieve quick answers to river engineering problems. In addition to its size being as small as
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    Book Review: Alternatives for Overtopping Protection of Dams 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
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    Closure to “Microscale Loose-Bed Hydraulic Models” by Stephen T. Maynord 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
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    Power versus Speed for Shallow Draft Navigation 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
    Abstract: A model is developed for estimating the applied power of a tow as a function of tow speed through water, tow size, tow integration, local depth, channel size, and whether the towboat has Kort nozzles or open wheel propellers. ...
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    Flow Resistance of Riprap 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
    Abstract: Flow‐resistance coefficients are essential in determining both water‐surface elevations and velocities that are used in many aspects of channel design. Channel boundaries requiring scour protection are often armored wifn ...
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    Toe-Scour Estimation in Stabilized Bendways 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
    Abstract: Minimum bed elevation in stabilized bendways is needed in the design of bank protection. Two empirical methods have been identified for scour-depth estimation that are consistent with available resources on a typical ...
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    Gabion-Mattress Channel-Protection Design 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Stephen T. Maynord
    Publisher: American Society of Civil Engineers
    Abstract: A design procedure for sizing gabion mattresses is presented that is based on depth-averaged velocity in the same manner as the Corps of Engineers' 1991 riprap-design guidance. This allows variation of gabion-mattress rock ...
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    Discussion and Closure: Toe-Scour Estimation in Stabilized Bendways 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): C. Zimmermann; Stephen T. Maynord
    Publisher: American Society of Civil Engineers
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    Design of Spillway Crests 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Andrew J. Reese; Stephen T. Maynord
    Publisher: American Society of Civil Engineers
    Abstract: A design procedure for overflow spillway crests, which is applicable to a wide range of approach depths, upstream slopes, and heads on the crest, is developed. An earlier crest design procedure is used to proportion a ...
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