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    Effect of Transversal Bed Slope on the Equilibrium Scour Depth at Bridge Piers 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024015-1
    Author(s): Gökçen Bombar; António Heleno Cardoso
    Publisher: American Society of Civil Engineers
    Abstract: This study focused on the effect of the transversal bed slope on scouring at bridge piers. Twenty-four experiments were conducted, half of them being on a horizontal bed and the other half on inclined beds. Three inclination ...
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    Experimental Study of the Coarse Surface Development Effect on the Bimodal Bed-Load Transport under Unsteady Flow Conditions 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 001
    Author(s): Mehmet Sukru Guney; Gokcen Bombar; Aysegul Ozgenc Aksoy
    Publisher: American Society of Civil Engineers
    Abstract: Gravel-bed rivers display a surface layer that is coarser than the substrate lining below this armored surface. The armored layer that is developed under certain flow conditions may be attributed as water-worked sediment ...
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    Experimental and Numerical Investigation of Bed-Load Transport under Unsteady Flows 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Gökçen Bombar; Şebnem Elçi; Gokmen Tayfur; M. Şükrü Güney; Aslı Bor
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic behavior of bed-load sediment transport under unsteady flow conditions is experimentally and numerically investigated. A series of experiments are conducted in a rectangular flume (18 m in length, 0.80 m in ...
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