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    Case Study: Delayed Sedimentation Response to Inflow and Operations at Sanmenxia Dam 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Baosheng Wu; Guangqian Wang; Junqiang Xia
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study on the reservoir sedimentation processes in response to changes in incoming flow at the upstream and changes in the pool level at the downstream for Sanmenxia Reservoir, which is located on the ...
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    Numerical Simulation of Longitudinal and Lateral Channel Deformations in the Braided Reach of the Lower Yellow River 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Guangqian Wang; Junqiang Xia; Baosheng Wu
    Publisher: American Society of Civil Engineers
    Abstract: Bank erosion frequently occurs in the Lower Yellow River (LYR), playing an important role in the evolution of this braided river. A two-dimensional (2D) composite model is developed herein that consists of a depth-averaged ...
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    Effect of Shallowness on Sediment Deposition in Recirculation Zones 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Guangqian Wang; Daoyi Chen; Xingkui Wang; M. Asim; Junqiang Xia
    Publisher: American Society of Civil Engineers
    Abstract: Various hydrodynamic and sediment deposition experiments were conducted on a purpose-built, wide, shallow water table using a range of incoming flow and bed roughness conditions, including five flow rates, different inflow ...
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    Approximate Method for Evaluating the Drainage Process of an Urban Pipe Network with Unavailable Data 

    Source: Journal of Irrigation and Drainage Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021043-1
    Author(s): Jingming Hou; Dong Yang; Bingyao Li; Ganggang Bai; Junqiang Xia; Zhaofeng Wang; Feng Su
    Publisher: ASCE
    Abstract: Because drainage network data is unavailable in many urban areas, the accuracy of urban flood simulation may be reduced. A linear reservoir method is proposed to characterize the drainage capacity of a pipe network, and a ...
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