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    The Nearshore Sediment Transport Study 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Richard J. Seymour
    Publisher: American Society of Civil Engineers
    Abstract: A six‐year program, with a budget of $6 million, was undertaken by the Office of Sea Grant in 1976 to develop improved engineering predictive models for transport of sediment in and near the surf zone by waves and currents. ...
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    Closure to “<i>The Nearshore Sediment Transport Study</i>” by Richard J. Seymour (February, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Richard J. Seymour
    Publisher: American Society of Civil Engineers
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    Discussion: Study of Wind Waves in the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Richard J. Seymour
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Suspended Sediment Transport and Beach Profile Evolution</i>” by William R. Dally and Robert G. Dean (February, 1984, Vol. 110, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Richard J. Seymour
    Publisher: American Society of Civil Engineers
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    Threshold Effects on Sediment Transport by Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Richard J. Seymour
    Publisher: American Society of Civil Engineers
    Abstract: An analytical technique is developed for correcting the time‐averaged net sediment transport rate under oscillatory flows for the effects of the cessation of transport whenever the magnitude of the near‐bottom velocity is ...
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    Results of Cross‐Shore Transport Experiments 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Richard J. Seymour
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies investigated the correlation between predictions of existing cross-shore transport models using observed surf zone parameters and the measured beach face responses from Torrey Pines Beach, California. ...
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    Discussion of “<i>Mathematical Model of Littoral Drift</i>” by Rolf Deigaard, Jørgen Fredsøe, and Ida Brøker Hedegaard (May, 1986, Vol. 112, No. 3) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Richard J. Seymour
    Publisher: American Society of Civil Engineers
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    Episodicity in Longshore Sediment Transport 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): Richard J. Seymour; David Castel
    Publisher: American Society of Civil Engineers
    Abstract: Seven West Coast sites are selected having from one to three years of nearshore directional wave measurements several times a day during the period 1979–82. Time series of daily net longshore transport are estimated using ...
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    Discussion of “<i>Prediction of Storm/Normal Beach Profiles</i>” by Robert A. Dalrymple (March/April, 1992, Vol. 118, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Richard J. Seymour; Stephen J. Riedl
    Publisher: American Society of Civil Engineers
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    Automated Remote Recording and Analysis of Coastal Data 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Richard J. Seymour; Meredith H. Sessions; David Castel
    Publisher: American Society of Civil Engineers
    Abstract: A system is described for sampling coastal data from a remote central station under computer control. The data gathering network handles wave measurements from offshore buoys and nearshore pressure sensors, and velocity ...
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