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Best-fit graph of an average sedimentation rate at 0-600 m from Trap 1. 

Best-fit graph of an average sedimentation rate at 0-600 m from Trap 1. 

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Physical laws are fundamental to natural systems across many fields in environmental science. For example, a study of fluid dynamics can be used to describe the dispersion of water pollutants. In this study, the best-fit model was produced to predict spatial sedimentation rates at Loagan Bunut Lake. The lake is a flood plain lake that is located wi...

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... graphs and the coefficient of determinant, R 2 are in Fig. 3. The coefficients of determinant were 0.8 or higher. At this area, sedimentation rate decreased exponentially with distance from Trap 1. All samples showed highly similar decay exponential pattern with distance from Trap 1. An initial value of sedimentation rate before entering the lake was ranging from 8.42 g day -1 m -2 to 22.24 g day -1 m - 2 . The exponential index was ranging from – 0.0007 to – 0.0021. An average of sedimentation rate with distance from Trap 1 for all samples at the area has R 2 = 0.94 (Fig. 4). The best-fit of average sedimentation rates distributed by advective force of inflow at the distance 0-600 m from Bunut River was S x = 16.25 e − 0 . 0017 x where 16.25 = sedimentation rate at at Bunut River/Lake confluence in units g day -1 m -2 , S x = sedimentation rate at x distance from Trap 1, x = linear distance from Trap 1 in unit m , 0.0017 = a coefficient of sedimentation rate. In general, the equation can be written as S x = S o e − kx where s o and k are sedimentation rate at x distance from Trap 1 and a coefficient of sedimentation rate ...

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