The effect of geometry parameters and flow characteristics on erosion and sedimentation in channels junction using finite volume method
Mohammadamin Torabi, Amirmasoud Hamedi, Ebrahim Alamatian, Hamidreza, Zahabi

TL;DR
This study uses a finite volume numerical model to analyze how geometry and flow parameters influence erosion and sedimentation at river channel junctions, validated against experimental data.
Contribution
It introduces a FORTRAN-based finite volume method to simulate sedimentation and flow patterns at channel intersections considering various geometric and hydraulic parameters.
Findings
Sediment bed height increases with higher discharge ratios.
Maximum sedimentation height decreases with lower Froude number ratios.
Channel geometry affects flow velocity and sediment distribution patterns.
Abstract
One of the most critical problems in the river engineering field is scouring, sedimentation and morphology of a river bed. In this paper, a finite volume method FORTRAN code is provided and used. The code is able to model the sedimentation. The flow and sediment were modeled at the interception of the two channels. It is applied an experimental model to evaluate the results. Regarding the numerical model, the effects of geometry parameters such as proportion of secondary channel to main channel width and intersection angle and also hydraulic conditionals like secondary to main channel discharge ratio and inlet flow Froude number were studied on bed topographical and flow pattern. The numerical results show that the maximum height of bed increased to 32 percent as the discharge ratio reaches to 51 percent, on average. It is observed that the maximum height of sedimentation decreases by…
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Taxonomy
TopicsHydrology and Sediment Transport Processes · Hydraulic flow and structures · Soil erosion and sediment transport
