Sediment Transport Dynamic in a Meandering Fluvial System: Case Study of Chini River

Soft Soil Engineering International Conference 2015

Nazir, M.H.M.^1 ; Awang, S.^1 ; Shaaban, A.J.^1 ; Yahaya, N.K.E.M.^1 ; Jusoh, A.M.^1 ; Arumugam, M.A.R.M.A.^1 ; Ghani, A.A.^2

River Basin Research Centre, National Hydraulic Research Institute of Malaysia, Seri Kembangan, Selangor

43300, Malaysia^1

River Engineering and Urban Drainage Research Centre, Universiti Sains Malaysia, Engineering Campus, Nibong Tebal, Pulau Pinang

14300, Malaysia^2

关键词: Depositional process;    Effective range;    Erosion and sedimentation;    Erosion process;    Fluvial process;    Fluvial systems;    Inundation areas;    Sediment transport dynamics;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/136/1/012072/pdf
DOI  :  10.1088/1757-899X/136/1/012072

来源: IOP

【 摘 要 】

Sedimentation in river reduces the flood carrying capacity which lead to the increasing of inundation area in the river basin. Basic sediment transport can predict the fluvial processes in natural rivers and stream through modeling approaches. However, the sediment transport dynamic in a small meandering and low-lying fluvial system is considered scarce in Malaysia. The aim of this study was to analyze the current riverbed erosion and sedimentation scenarios along the Chini River, Pekan, Pahang. The present study revealed that silt and clay has potentially been eroded several parts of the river. Sinuosity index (1.98) indicates that Chini River is very unstable and continuous erosion process in waterways has increase the riverbank instability due to the meandering factors. The riverbed erosional and depositional process in the Chini River is a sluggish process since the lake reduces the flow velocity and causes the deposited particles into the silt and clay soil at the bed of the lake. Besides, the bed layer of the lake comprised of cohesive silt and clayey composition that tend to attach the larger grain size of sediment. The present study estimated the total sediment accumulated along the Chini River is 1.72 ton. The HEC-RAS was employed in the simulations and in general the model performed well, once all parameters were set within their effective ranges.