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    Aspect Ratio to Maximize Sediment Transport in Rigid Bank Channels 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Guoliang Yu; Graeme Smart
    Publisher: American Society of Civil Engineers
    Abstract: The continuity equation, Manning’s equation, Einstein’s wall correction procedure and sediment transport equations are combined to indicate channel aspect ratios which maximize sediment transport for a given water discharge ...
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    Errors in the Bed Shear Stress as Estimated from Vertical Velocity Profile 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Guoliang Yu; Soon-Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: In this study, errors in determining bed shear stress caused by errors in theoretical bed surface data or roughness size selection using one-point velocity, two-point velocity, or a group of velocity measurements within ...
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    Performances of Hydraulics and Bedload Sediment Flushing in Rigid Channel Using Surge Flows 

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 002
    Author(s): Guoliang Yu; Soon-Keat Tan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an investigation of the performance of the hydraulic and sediment removal of a flushing system in a detention basin. A hydraulic criterion for the design of the flushing system is proposed. An equation ...
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    Depth-Averaged von Kármán Coefficient in Sediment-Laden Flows Using a Turbulent Kinetic Energy Balance 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Xiaohui Chen; Minxi Zhang; Guoliang Yu
    Publisher: ASCE
    Abstract: Precise prediction of bed shear stress (τ0) and velocity profile in open channels is critical in various applications. This paper deliberates on the depth-averaged von Kármán coefficient in sediment-laden flows based on ...
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    Local Scour on Noncohesive Beds by a Submerged Horizontal Circular Wall Jet 

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author(s): Peng Zhao; Guoliang Yu; Minxi Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Local scour on noncohesive beds caused by horizontal circular wall jets in submerged environments is investigated in this study. The effects of the ratios of sediment size-to-hydraulic radius, Ks=d50/Rh, on the jet scour ...
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    Enhancing the Erodibility of Cohesive Sediments by Applying Mechanical Vibrations 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021005-1
    Author(s): Minxi Zhang; Wenkai Wang; Andrea La Rovere; Wenlong Zhu; Guoliang Yu
    Publisher: ASCE
    Abstract: The efficiency of dredging, whether with a cutter suction dredger or hydraulic flushing, is closely related to the erodibility of the sediments. It is found that the erodibility of cohesive sediments, which is affected by ...
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    Experimental Study on the Angle of Repose of Submerged Cohesive Sediments 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Minxi Zhang; Guoliang Yu; Wenlong Zhu; Ming Li
    Publisher: American Society of Civil Engineers
    Abstract: The angle of repose (AoR) of sediments is an important parameter in the hydraulics of sediment transport. This study investigated the AoR (ϕ) of submerged cohesive sediments using a tilting plane. The results indicate that ...
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    Reattachment Length of Flow at the Lee Side of a Vertical Spur Dike in an Open Channel 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024012-1
    Author(s): HtayHtay Aung; Minxi Zhang; Giuseppe Oliveto; Beniamino Onorati; Guoliang Yu
    Publisher: American Society of Civil Engineers
    Abstract: Spur dikes are deployed to regulate the flow in an open channel for navigation and bank protection as well as protection of beaches against erosion. The spacing between spurs is a crucial design parameter. The reattachment ...
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    Flow Structure and Sediment Motion around Submerged Vanes in Open Channel 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Soon-Keat Tan; Guoliang Yu; Siow-Yong Lim; Muk-Chen Ong
    Publisher: American Society of Civil Engineers
    Abstract: The use of submerged vanes to divert sediment movements on seabed and open channel flows are common in many engineering projects. In the present study, experiments were conducted to investigate the characteristics of flow ...
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