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    Aeration Performance of Triangular Planform Labyrinth Weirs 

    Source: Journal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 008
    Author(s): Peter R. Wormleaton; Ebrahim Soufiani
    Publisher: American Society of Civil Engineers
    Abstract: A high level of dissolved oxygen is vital for the maintenance of healthy streams and rivers. Structures in rivers can increase dissolved oxygen levels by creating turbulent conditions where small air bubbles are carried ...
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    Aeration Performance of Rectangular Planform Labyrinth Weirs 

    Source: Journal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 005
    Author(s): Peter R. Wormleaton; Chau Chiu Tsang
    Publisher: American Society of Civil Engineers
    Abstract: Maintenance of a high level of dissolved oxygen is important in natural rivers and in some water treatment processes. This can be enhanced by creating turbulence in the water. One method of producing such turbulence is via ...
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    Hydraulic Evaluation of W-Weir for River Restoration 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Faruk Bhuiyan; Richard D. Hey; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
    Abstract: Various structural measures have been advocated for river restoration and habitat improvement schemes. The W-weir is one such structure that can be used in mobile bed alluvial rivers to diversify habitat and provide grade ...
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    Effects of Vanes and W-Weir on Sediment Transport in Meandering Channels 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author(s): Faruk Bhuiyan; Richard D. Hey; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
    Abstract: Sediment transport patterns in a meandering channel with instream restoration structures (vane and W-weir) have been studied. Laboratory experiments were conducted in a large-scale mobile-bed channel with graded materials ...
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    Bank-Attached Vanes for Bank Erosion Control and Restoration of River Meanders 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Faruk Bhuiyan; Richard D. Hey; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of a novel approach of using vanes, installed at a low angle and attached to the bank, for bank protection and for the restoration of river meanders has been investigated in a laboratory study. Experiments ...
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    Friction Parameters for Flows in Nearly Flat Tidal Channels 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 010
    Author(s): Rahman H. Khatibi; John J. R. Williams; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
    Abstract: A numerical study of friction parameters associated with nearly flat tidal channels is reported. Such empirical parameters are often back-calculated using complex flow equations through a procedure referred to as “inverse ...
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    Identification Problem of Open-Channel Friction Parameters 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Rahman H. Khatibi; John J. R. Williams; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
    Abstract: Values of calibration parameters embedded in open-channel flow equations normally are ascertained using observation data that often contains Gaussian noise. These values subsequently suffer from induced errors even if they ...
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    Identification Problem of Open-Channel Friction Parameters 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Ben Chie Yen; Rahman H. Khatibi; John J. R. Williams; Peter R. Wormleaton
    Publisher: American Society of Civil Engineers
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