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    Effect of Riparian Vegetation on Flow Resistance and Flood Potential 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Stephen E. Darby
    Publisher: American Society of Civil Engineers
    Abstract: An existing hydraulic model is modified to predict stage-discharge curves for channels with nonuniform cross sections, sand and gravel-bed materials, and flexible or nonflexible riparian vegetation. The model is based on ...
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    Refined Hydraulic Geometry Data for British Gravel-Bed Rivers 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Stephen E. Darby
    Publisher: American Society of Civil Engineers
    Abstract: Databases describing the dimensions of stable and adjusting river channels are necessary to calibrate and verify morphological models. However, existing databases do not provide quantitative descriptions of the strength ...
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    Predicting Stage-Discharge Curves in Channels with Bank Vegetation 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): Stephen E. Darby; Colin R. Thorne
    Publisher: American Society of Civil Engineers
    Abstract: Many flood-control channels are subjected to expensive and environmentally damaging maintenance practices to control vegetation growth in attempts to preserve flood capacity. However, such maintenance regimes are often ...
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    Numerical Simulation of Widening and Bed Deformation of Straight Sand-Bed Rivers. I: Model Development 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Stephen E. Darby; Colin R. Thorne
    Publisher: American Society of Civil Engineers
    Abstract: Many existing morphological models are limited by their inability to account for changing channel width through time. In this and a companion paper, the development and testing of a numerical model of river widening are ...
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    Development and Testing of Riverbank-Stability Analysis 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): Stephen E. Darby; Colin R. Thorne
    Publisher: American Society of Civil Engineers
    Abstract: The ability to predict the stability of eroding riverbanks is a prerequisite for modeling alluvial channel width adjustments and a requirement for predicting bank-erosion rates and sediment yield associated with bank ...
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    Effect of Bank Stability on Geometry of Gravel Rivers 

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): Stephen E. Darby; Colin R. Thorne
    Publisher: American Society of Civil Engineers
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    Coupling Bank Stability and Bed Deformation Models to Predict Equilibrium Bed Topography in River Bends 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): Ebrahim Amiri-Tokaldany; Stephen E. Darby; Paul Tosswell
    Publisher: American Society of Civil Engineers
    Abstract: Attempts to include river bank erosion predictors within morphological models are becoming increasingly common, but uncertainty surrounds the procedures used to couple bed deformation and bank erosion submodels in a way ...
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    Numerical Simulation of Widening and Bed Deformation of Straight Sand-Bed Rivers. II: Model Evaluation 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Stephen E. Darby; Colin R. Thorne; Andrew Simon
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the numerical model presented in the companion paper is tested and applied. Assessment of model accuracy was based on two approaches. First, predictions of evolution of a 13.5 km reach of the South Fork of ...
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    Discussion and Closure: Development and Testing of Riverbank-Stability Analysis 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Robert G. Millar; Michael C. Quick; Stephen E. Darby; Colin R. Thorne
    Publisher: American Society of Civil Engineers
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