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Scour and flow field around a spur dike in a 90° bend
Authors:Majid FAZLI  Masoud GHODSIAN  Seyed Ali Akbar Salehi NEYSHABOURI
Institution:[1]Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran; [2]Department of Civil Engineering, Tarbiat Modares University, Tehran; [3]Department of civil Engineering, Tarbiat ModaresUniversity, Tehran, Iran
Abstract:Spur dike is an important element in river training that creates rapid variations in flow field,sediment transport and bed topography.The mechanism of flow and sediment transport in a channel bend is very complex,especially when a spur dike is constructed in a bend.Most of previous investigations on flow behavior and scour around spur dike were carried out in straight channels.In this paper results of experiments on flow field and scour around a spur dike in a 90 degree channel bend are presented.Sand with uniform grain size was used as the bed material.Experiments were conducted for different locations and different lengths of spur dikes at the bend with different values of discharge.The three dimensional flow fields around a spur dike were investigated.The maximum depth of scour was correlated to the Froude numbers,lengths and the locations of spur dike in the bend.
Keywords:Spur dike  Scouring  Bed topography  Movable bed  Flow pattern
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