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    Two-Phase Flow Analysis of Concentration Profiles 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Blair P. Greimann; Forrest M. Holly Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Two-phase flow analysis is used to analyze sediment concentration profiles in uniform open-channel flows over flat, sediment-starved beds that have high concentrations of single-sized sediment. Two-phase flow analysis can ...
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    Soft Bedrock Erosion Modeling with a Two-Dimensional Depth-Averaged Model 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Yong G. Lai; Blair P. Greimann; Kuowei Wu
    Publisher: American Society of Civil Engineers
    Abstract: Many rivers in Taiwan have steep slopes, are subject to typhoon-induced flood flows, and contain soft bedrock that is exposed at many locations and easily erodible. The occurrence of extensive bedrock erosion has been a ...
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    Evaluation of Parameter and Model Uncertainty in Simple Applications of a 1D Sediment Transport Model 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author(s): Shaina M. Sabatine; Jeffrey D. Niemann; Blair P. Greimann
    Publisher: American Society of Civil Engineers
    Abstract: This paper separately evaluates two methods from Bayesian Statistics to estimate parameter and model uncertainty in simulations from a one-dimensional (1D) sediment transport model. The first method, multivariate shuffled ...
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    Method for Assessing Impacts of Parameter Uncertainty in Sediment Transport Modeling Applications 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Morgan D. Ruark; Jeffrey D. Niemann; Blair P. Greimann; Mazdak Arabi
    Publisher: American Society of Civil Engineers
    Abstract: The predictions from a numerical sediment transport model inevitably include uncertainty because of assumptions in the model’s mathematical structure, the values of parameters, and various other sources. In this paper, the ...
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