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    Numerical Modeling of Local Scour below a Piggyback Pipeline in Currents 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Ming Zhao; Liang Cheng
    Publisher: American Society of Civil Engineers
    Abstract: Local scour below a piggyback pipeline in steady currents is investigated numerically. A piggyback pipeline comprises two pipelines that are arranged in the so-called piggyback configuration with the small pipeline being ...
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    Singular Value Decomposition–Based Collocation Spectral Method for Quasi-Two-Dimensional Laminar Water Hammer Problems 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Ming Zhao; Xiu-Zhen Sun
    Publisher: American Society of Civil Engineers
    Abstract: The radial distributions of velocity components need to be resolved in quasi-two-dimensional laminar water hammer problems. In a collocation spectra method, the radial distributions are approximated with Chebyshev expansions ...
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    Efficient Quasi-Two-Dimensional Model for Water Hammer Problems 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Ming Zhao; Mohamed S. Ghidaoui
    Publisher: American Society of Civil Engineers
    Abstract: Quasi-two-dimensional models for turbulent flows in water hammer are necessary for advancing the understanding of flow behavior in pipe transient; conducting detailed investigation of the fate of transient-induced ...
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    Godunov-Type Solutions for Water Hammer Flows 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Ming Zhao; Mohamed S. Ghidaoui
    Publisher: American Society of Civil Engineers
    Abstract: First- and second-order explicit finite volume (FV) Godunov-type schemes for water hammer problems are formulated, applied, and analyzed. The FV formulation ensures that both schemes conserve mass and momentum and produce ...
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    Steady Streaming around a Circular Cylinder near a Plane Boundary due to Oscillatory Flow 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): Hongwei An; Liang Cheng; Ming Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Steady streaming due to an oscillatory flow around a circular cylinder close to and sitting on a plane boundary is investigated numerically. Two-dimensional (2D) Reynolds-averaged Navier-Stokes equations are solved using ...
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    Numerical Simulation of Two-Degree-of-Freedom Vortex-Induced Vibration of a Circular Cylinder Between Two Lateral Plane Walls in Steady Currents 

    Source: Journal of Fluids Engineering:;2012:;volume( 134 ):;issue: 010:;page 104501
    Author(s): Ming Zhao; Feifei Tong; Liang Cheng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Vortex-induced vibration (VIV) of a circular cylinder at a low mass ratio of 1.5 between two lateral walls is investigated numerically. The focus of the study is to examine the effects of ...
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    Numerical Modeling of Flow and Hydrodynamic Forces around a Piggyback Pipeline near the Seabed 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Ming Zhao; Liang Cheng; Bin Teng
    Publisher: American Society of Civil Engineers
    Abstract: Steady boundary layer flows around a two-cylinder configuration near a plane wall is investigated numerically. The Reynolds-averaged Navier-Stokes equations are solved using an upwind finite-element method with a
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    Applicability of Quasisteady and Axisymmetric Turbulence Models in Water Hammer 

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010
    Author(s): Mohamed S. Ghidaoui; Sameh G. S. Mansour; Ming Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Two of the existing turbulence water hammer models, namely the two-layer and the five-layer eddy viscosity models, are implemented and analyzed and the accuracy of their quasi-steady and axisymmetric assumptions evaluated. ...
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    Hydrodynamic Difference of Rectangular-Box Systems with and without Narrow Gaps 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 008
    Author(s): Dezhi Ning; Xiaojie Su; Ming Zhao; Bin Teng
    Publisher: American Society of Civil Engineers
    Abstract: To analyze the hydrodynamic difference between marine structures with and without narrow gaps, a two-dimensional fully nonlinear time-domain numerical wave flume is developed to investigate the hydrodynamics around multiple ...
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    Numerical and Experimental Investigation of Nonlinear Wave-Current Propagation over a Submerged Breakwater 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Li-Fen Chen; De-Zhi Ning; Bin Teng; Ming Zhao
    Publisher: American Society of Civil Engineers
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