This study is about the effect of flow and trapping sediment using submerged artificial vegetation. The purpose of this study is to analyse the velocity of vegetation layer and upper layer, global flow resistance and determine the relationship between Total Suspended Solid (TSS) with flow velocity and vegetation density. Rigid cylinder model with diameter of 8 mm was used to simulate the artificial vegetation. The flow velocity on vegetation layer is found to be lowered compare to upper layer which result S-curve of vertical velocity profile. Besides, comparison of estimated and measured data of flow velocity and global flow resistance with previous researcher in term of Root Mean Square Error (RMSE) also provided in this study. It is shown that at the lowest flow velocity, more sediment was trapped at the channel bed, where the TSS were increased from slow, moderate to fast velocity. The increment percentage of TSS value from slow to fast velocity were within 13.04% to 36.11% for vegetation density (m) of 1056 m−2. Next, for m of 1533 m−2, the increment percentage of TSS value from slow to fast velocity were within 5.55% to 5.26%. while m for 2756 m−2, the increment percentage of TSS value from slow to fast velocity were 6.67% and 6.25%. Slower flow velocity and higher vegetation density give the best performance in trapping sediment. It proves that the flow velocity and vegetation density play the key role for trapping sediment.
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