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Evaluation of Total Load Equation for Malaysian Mountain Rivers

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ISFRAM 2015

Abstract

Development of total sediment load (TL) equations for Malaysian rivers was first cited in Sinnakaudan et al. [1]. Sinnakaudan et al. [4] proposed an equation which may best predict TL for mountain rivers (MR). In 2011, Sinnakaudan and Sulaiman [3] listed another 22 possible combinations of multiple linear regression TL equations which may be used for MR in Malaysia. However, their performance is not fully verified due to field data constraints. The present paper gives the performance test carried out for the equations with latest 130 sets of data collected from 25 numbers of Malaysian MR. The accuracy of the existing equations was obtained using the discrepancy ratio analysis, which is the ratio of calculated values to the measured values. Overall prediction indicates that Eq. (11) obtained from Sinnakaudan and Sulaiman [3] performs better compared to other equations; however, the percentage prediction is still below 30 %. Thus, a site-specific equation is proposed to be developed based on to correctly predict the sediment transport in MR in Malaysia

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References

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Acknowledgment

We would like to thank the Ministry of Science, Technology and Innovation (MOSTI) for funding this research through E-science grant (04-01-01-SF0126). Part of the data for this study were obtained from contract research awarded by TNB Research Sdn Bhd in 2014. Many thanks also due to Water Resources Engineering and Management Research Centre (WAREM), Faculty of Civil Engineering and Research Management Institute, Universiti Teknologi MARA for their support and encouragement to conduct this research successfully.

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© 2016 Springer Science+Business Media Singapore

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Sinnakaudan, S.K., Shukor, M.R., Sulaiman, M.S., Ismail, S.I.H., Mohammed, M., Che Soh, R. (2016). Evaluation of Total Load Equation for Malaysian Mountain Rivers. In: Tahir, W., Abu Bakar, P., Wahid, M., Mohd Nasir, S., Lee, W. (eds) ISFRAM 2015. Springer, Singapore. https://doi.org/10.1007/978-981-10-0500-8_16

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