Abstract:

It is known that the fluid equations are successful in calculating the slurry spread to broad areas, and these equations are widely used for slurry analysis. The flow around the hydraulic structures, such as the bridges and the clusters between the structures in urban areas, does not fully ensure the thick flow limits and more carries the 3-Boyutlu (3B) flow feature. However, in terms of the ease of rapid numerical solution, the stain-to-train equations can also be used for these types of 3B streams and useful outcomes can be obtained. In this study, the results were evaluated by applying thick current equations, 3B characteristics to prominent current. The water depth and horizontal level speed distribution can be calculated in sufficient detail, the flood regime shock waves on the face of the water can be detailed. However, it has been determined that more than one 3B barrier flow has increased by adding errors in water depth calculation. If a suitable turbulence model is used in the case of uniform flow in which the characteristics of the border layer are highlighted, it has been shown that the distribution of speed and bed cutting tensions can also be successfully calculated.

Keywords: