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    Comparison of Two Techniques to Measure Sediment Erodibility in the Fox River, Wisconsin 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Thomas M. Ravens
    Publisher: American Society of Civil Engineers
    Abstract: This paper compares the results of two sediment erodibility test methods that have been applied on surficial sediments at a number of locations on the Fox River in Wisconsin. The methods include a straight flume that is ...
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    Flume Test Section Length and Sediment Erodibility 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Thomas M. Ravens; Michael Sindelar
    Publisher: American Society of Civil Engineers
    Abstract: This paper analyzes the effect of flume test section length on sediment erodibility measurements. A modular flume was constructed and experiments were conducted with two test section lengths:
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    Flume Measurements of Sediment Erodibility in Boston Harbor 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Thomas M. Ravens; Philip M. Gschwend
    Publisher: American Society of Civil Engineers
    Abstract: To obtain in situ measurements of sediment erodibility in defined bottom shear stress environments, a portable, straight flume was built, tested, and deployed in the field for six experiments at three locations in Quincy ...
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    Ship Wave-Induced Sedimentation of a Tidal Creek in Galveston Bay 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Thomas M. Ravens; Robert C. Thomas
    Publisher: American Society of Civil Engineers
    Abstract: During the summer of 2005, a tidal creek (“Pine Gully”) within a few kilometers of the Houston Ship Channel was completely blocked by a
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    Computational Fluid Dynamics Analysis of Flow in a Straight Flume for Sediment Erodibility Testing 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Thomas M. Ravens; Richard A. Jepsen
    Publisher: American Society of Civil Engineers
    Abstract: Computational fluid dynamics calculations of flow in a straight flume for sediment erodibility testing were conducted. The calculations allowed improved postprocessing of the erosion data collected and better understanding ...
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    Hydrodynamic Forcing and Sediment Character in Boston Harbor 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Thomas M. Ravens; Ole S. Madsen; Richard P. Signell; E. Eric Adams; Philip M. Gschwend
    Publisher: American Society of Civil Engineers
    Abstract: Calculated annual excess skin friction stress at various locations in Quincy Bay (outer Boston Harbor) was found to be correlated positively with sediment sand content. The correlation was optimized when a critical shear stress (τ
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    Process-Based Coastal Erosion Modeling for Drew Point, North Slope, Alaska 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Thomas M. Ravens; Benjamin M. Jones; Jinlin Zhang; Christopher D. Arp; Joel A. Schmutz
    Publisher: American Society of Civil Engineers
    Abstract: A predictive, coastal erosion/shoreline change model has been developed for a small coastal segment near Drew Point, Beaufort Sea, Alaska. This coastal setting has experienced a dramatic increase in erosion since the early ...
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