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    Critical Shear Stress of Natural Sediments 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Peter R. Wilcock
    Publisher: American Society of Civil Engineers
    Abstract: The critical shear stress of individual fractions
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    Sediment Feed and Recirculating Flumes: Fundamental Difference 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Gary Parker; Peter R. Wilcock
    Publisher: American Society of Civil Engineers
    Abstract: Two standard modes of laboratory sediment transport flume operation are sediment‐feed and recirculating. In the case of uniform sediment, the final equilibriums achieved in the two modes are equivalent and independent of ...
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    Closure to “Sediment Feed and Recirculating Flumes: Fundamental Difference” by Gary Parker and Peter R. Wilcock 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): Gary Parker; Peter R. Wilcock
    Publisher: American Society of Civil Engineers
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    Erratum: 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Gary Parker; Peter R. Wilcock
    Publisher: American Society of Civil Engineers
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    Surface-based Transport Model for Mixed-Size Sediment 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Peter R. Wilcock; Joanna C. Crowe
    Publisher: American Society of Civil Engineers
    Abstract: We present a transport model for mixed sand/gravel sediments. Fractional transport rates are referenced to the size distribution of the bed surface, rather than subsurface, making the model completely explicit and capable ...
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    Effect of Sand Supply on Transport Rates in a Gravel-Bed Channel 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 011
    Author(s): Joanna C. Curran; Peter R. Wilcock
    Publisher: American Society of Civil Engineers
    Abstract: In a series of flume experiments using constant discharge, flow depth, and gravel feed rate, sand feed rates were varied from 0.16 to 6.1 times that of gravel. The bed slope decreased with increasing sand supply, indicating ...
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    Bayesian Optimization Framework for Cost-Effective Control and Research of Non-Point-Source Sediment 

    Source: Journal of Water Resources Planning and Management:;2013:;Volume ( 139 ):;issue: 005
    Author(s): Sarah K. Jacobi; Benjamin F. Hobbs; Peter R. Wilcock
    Publisher: American Society of Civil Engineers
    Abstract: Rural nonpoint sources of water pollution are particularly difficult to control, with relatively little progress having been made compared to point sources. Management choices are difficult because of large uncertainties ...
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    Experiments on Downstream Fining of Gravel. II: Wide and Sandy Runs 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Carlos M. Toro-Escobar; Chris Paola; Gary Parker; Peter R. Wilcock; John B. Southard
    Publisher: American Society of Civil Engineers
    Abstract: This is the second of two papers about experiments on downstream fining of gravel. Here we briefly summarize the complete series of runs described in the first paper, where the influence of sediment feed rate was evaluated ...
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    Experiments on Downstream Fining of Gravel: I. Narrow-Channel Runs 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): Rebecca Seal; Chris Paola; Gary Parker; John B. Southard; Peter R. Wilcock
    Publisher: American Society of Civil Engineers
    Abstract: We present the results of three laboratory experiments in which longitudinally sorted deposits were formed by feeding poorly sorted sediment at the upstream end of a narrow, 45-m-long channel. The input sediment had a ...
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    Defining a Stream Restoration Body of Knowledge as a Basis for National Certification 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Sue L. Niezgoda; Peter R. Wilcock; Daniel W. Baker; Jennifer Mueller Price; Janine M. Castro; Joanna C. Curran; Theresa Wynn-Thompson; John S. Schwartz; F. Douglas Shields Jr.
    Publisher: American Society of Civil Engineers
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