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    Limitations of Depth-Averaged Modeling for Shallow Wakes 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Peter K. Stansby
    Publisher: American Society of Civil Engineers
    Abstract: Large-scale horizontal vortical structures are generic features of shallow flows which are often modeled using the two-dimensional (2D) depth-averaged equations. Such modeling is investigated for the well-defined case of ...
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    Bed-Load Sediment Transport on Large Slopes: Model Formulation and Implementation within a RANS Solver 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): David D. Apsley; Peter K. Stansby
    Publisher: American Society of Civil Engineers
    Abstract: Standard bed-load sediment-transport formulas are extended using basic mechanical principles to include gravitational influence on large slopes of arbitrary orientation. The resulting sediment fluxes are then incorporated ...
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    Shallow-Water Flow around Model Conical Islands of Small Side Slope. II: Submerged 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Peter M. Lloyd; Peter K. Stansby
    Publisher: American Society of Civil Engineers
    Abstract: Experiments have been conducted to study the unsteady wakes of submerged conical islands. The islands used in the tests have side slopes ranging from 8.0 to 33.1°. Experiments in a shallow-water channel with a steady, ...
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    Shallow-Water Flow around Model Conical Islands of Small Side Slope. I: Surface Piercing 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Peter M. Lloyd; Peter K. Stansby
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments has been conducted to investigate recirculating shallow-water flow in the wakes of conical model islands with gently sloping sides. Four islands have been used with side slopes ranging from 33.1 to ...
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    Flood Wave Modeling Based on a Two-Dimensional Modified Wave Propagation Algorithm Coupled to a Full-Pipe Network Solver 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): Hossein Mahdizadeh; Peter K. Stansby; Benedict D. Rogers
    Publisher: American Society of Civil Engineers
    Abstract: Flood propagation over urban areas can cause an interaction between the free-surface flow and large underground pipe networks used for sewage and storm drainage, causing outflows and inflows at the bed. The waves resulting ...
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    Quasi‐2‐D Forces on a Vertical Cylinder in Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Peter K. Stansby; Geoffrey N. Bullock; Ian Short
    Publisher: American Society of Civil Engineers
    Abstract: Prediction of the total force on a vertical cylinder in waves has been investigated. Drag and inertia coefficients on a small section of span have been measured for a range of orbital shapes. There is considerable scatter ...
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    Closure to “<i>Quasi‐2‐D Forces on a Vertical Cylinder in Waves</i>” by Peter K. Stansby, Geoffrey N. Bullock, and Ian Short (February, 1983) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Peter K. Stansby; Geoffrey N. Bullock; Ian Short
    Publisher: American Society of Civil Engineers
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    Deposition from Particle-Laden, Plane, Turbulent, Buoyant Jets 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Alan J. S. Cuthbertson; David D. Apsley; Peter A. Davies; Giordano Lipari; Peter K. Stansby
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory and computational fluid dynamics (CFD) model studies with turbulent, plane, particle-laden buoyant jets discharged horizontally into a quiescent ambient fluid have demonstrated that the presence of particles has ...
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