Behavioral of sediment transport at lowland and mountainous rivers: a special reference to selected Malaysian rivers |
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| Authors: | Mohd Sofiyan Sulaiman Shanker Kumar Sinnakaudan Nik Nuraini Azhari Roslan Zainal Abidin |
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| Institution: | 1.I-Geo Disaster Research Centre, Faculty of Engineering and Technology Infrastructure,Infrastructure University Kuala Lumpur,Kajang,Malaysia;2.Faculty of Civil Engineering,Universiti Teknologi MARA,Permatang Pauh,Malaysia |
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| Abstract: | Mountain rivers and lowland rivers differ in many ways. Some of the many elements that distinguish both river systems apart are the rivers’ geomorphological appearances, hydraulic geometry, pollution transport, sediment transport, and its own roughness and coarseness. In this particular study, the element of sediment transport is given distinctive attention too. This study employs the deterministic approach for bed load prediction entailing the use of the parameterization concept where particle size and flow variation is taken into full consideration. Apart from that, the classical approach of Shields number is also used to determine the transport rates at the fluvial system. However, due to some limitation and range of applicability, the Shields number approach was re-modified to suit the range of applicability. Changes were made to the alleviating critical stress term and formulating exponential approach. For this research, it was important to deduce the underlying principles which are universal and common to all river systems, due to obvious and distinct differences between the mountain and lowland rivers. A special attribute was given to the Malaysian natural rivers because of the limited recorded data available. All datasets were compiled and tested with the bed load predictors to observe the commonality pattern between the lowland and mountain river systems. Most of the bed load transport equations limit the range of applicability by isolating the flow regime or bed roughness individually. Thus, it was vital for researchers to find the commonality pattern between these two river systems which needed to be statistically sound in its form. It was postulated that the particle densimetric Froude number is graphically and statistically fit for both river systems. Hence, this predictor is used as it has a high potential to be included in the sediment transport parameterization for Malaysian natural rivers. |
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