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    Analytical Determination of Pollutant Wash-Off Parameters 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Robert G. Millar
    Publisher: American Society of Civil Engineers
    Abstract: The wash-off algorithm in the Storm Water Management Model has been widely used to simulate the wash off of sediment and pollutants from impervious areas. This algorithm indicates an exponential relationship between pollutant ...
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    Closure to “Stable Width and Depth of Gravel‐Bed Rivers with Cohesive Banks” by Robert G. Millar 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Robert G. Millar
    Publisher: American Society of Civil Engineers
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    Simulating Bed-Load Transport in a Complex Gravel-Bed River 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): S. Samuel Li; Robert G. Millar
    Publisher: American Society of Civil Engineers
    Abstract: An existing two-dimensional mobile-bed hydrodynamic model has been modified to simulate bed-load transport in a complex gravel-bed river. We investigated the sensitivity of predicted bed load to control parameters, and ...
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    Discussion of “Estimation of Gravel‐Bed River Flow Resistance” by Colin D. Rennie and Robert G. Millar 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): Colin D. Rennie; Robert G. Millar
    Publisher: American Society of Civil Engineers
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    Deconvolution Technique to Separate Signal from Noise in Gravel Bedload Velocity Data 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Colin D. Rennie; Robert G. Millar
    Publisher: American Society of Civil Engineers
    Abstract: A deconvolution procedure is presented to estimate the probability density function of bedload transport velocity from noisy stationary data collected using the bottom tracking feature of acoustic Doppler current profilers ...
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    Effect of Bank Stability on Geometry of Gravel Rivers 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Robert G. Millar; Michael C. Quick
    Publisher: American Society of Civil Engineers
    Abstract: A bank‐stability analysis is incorporated into an analytical procedure for modeling the hydraulic geometry of an alluvial gravel‐bed channel. The new analysis includes a procedure that calculates the mean bed and bank shear ...
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    Stability of Ballasted Woody Debris Habitat Structures 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): Stéphane G. D'Aoust; Robert G. Millar
    Publisher: American Society of Civil Engineers
    Abstract: An important component of stream restoration in the Pacific Northwest is the reintroduction of large woody debris (LWD) and construction of LWD habitat structures in degraded systems. A significant problem faced by engineers ...
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    Stable Width and Depth of Gravel-Bed Rivers with Cohesive Banks 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Robert G. Millar; Michael C. Quick
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model is developed to determine the influence of the bank stability on the stable width and depth of alluvial gravel-bed rivers with cohesive banks. The formulation of the model is based on the assumption ...
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    Measurement of Bed Load Velocity using an Acoustic Doppler Current Profiler 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Colin D. Rennie; Robert G. Millar; Michael A. Church
    Publisher: American Society of Civil Engineers
    Abstract: A new technique has been developed to measure the apparent velocity of bed load
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    Modeling Bed Changes in Meandering Rivers Using Triangular Finite Elements 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Jose A. Vasquez; Peter M. Steffler; Robert G. Millar
    Publisher: American Society of Civil Engineers
    Abstract: A two-dimensional depth-averaged model was used for the simulation of scour and deposition in sand-bed meandering channels with fixed banks. The model employs unstructured meshes based on triangular elements and incorporates ...
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