investigation on local scour phenomenon downstream of impinging jets is very complicated. different parameters such as geometry of stream, characteristics of flow and sediments have great influences on the scour phenomenon. the present study is preceded to numerical modeling of scouring by impinging jet via ssiim 2 model founded on a physical model tests. the numerical model is calibrated for r...

Estimating maximum scour depth is normally required in order to determine the depth of  bridge piles. The present paper uses the SSIIM Software which considers flow and sediment equations in a three dimensional manner. The software models flow field around circular bridge pile by resolving Navier-Stokes three-dimensional equations and k-  method, and by temporary solution of flow field and cont...

In the past few decades, there have been many numerical studies on scour around offshore pipelines, most of which concern two-dimensional setups, with pipeline infinitely long and flow perpendicular to pipeline. Based Ansys FLUENT solver, this study establishes a tool three-dimensional pipelines finite lengths. The user-defined functions are written calculate sediment transport rate, update bed...

Incubating salmonid eggs in streambeds are often threatened by deposition of fine sediment within the gravel. To relate sedimentation of spawning gravel beds to sediment transport, infiltration of fine sediment (<2 mm in diameter) into clean gravel beds, bed material size distributions, scour-fill depths, and sediment transport during 10 storm flow events were measured in three streams of north...

iv alpine river confluences. Systematic laboratory experiments were performed in a confluence flume where the main channel is 8.5 m long and 0.50 m wide. A 4.9 m long and 0.15 m wide tributary channel is connected at an angle of 90°. Three discharge scenarios were tested for four different geometrical configurations: a reference case (without widening) and three different tributary widenings: t...

Scour is a significant cause of bridge failure, and resulting closures are likely to generate disruption infrastructure networks. The management scour-susceptible bridges challenge for improving transport resilience, but tends be heuristic qualitative. Such assessments often suffer from insufficient knowledge key factors require assumptions, which may increase their estimation relative uncertai...

Restoration of sustainable geomorphic processes that create floodplain topography through development of sand-splay complexes at intentional breaches is one method to promote variability in physical structure needed for habitat restoration. The topography of splay complexes provides a range of floodplain elevations that creates local variability in (i) inundation duration and frequency and dept...

Ice cover is a natural phenomenon unique to rivers in cold regions, and its existence one of the reasons for collapse structural foundations bridge piers across rivers. In order understand influence different scouring environments on hydrodynamics sand bed morphology local scour holes around pier foundations, this paper simulates dynamic evolution process tandem combination under open-flow ice-...

One of the important issues in hydraulic engineering is inspection of local scour depth around bridge pier. Using piles is one of the ways for confronting local scour and erosion. In this study, the experiments were conducted in an 8m long, 0.5m deep and 0.25m wide flume. And the effectof using piles and number of them observed on the amount of scour in three different Frude numbers. The shape ...