Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014

Lebir River is the main river that joins Sungai Galas to form Sungai Kelantan at Kuala Krai. In December 2014, it had faced extreme flood event. The situation has led to the introduction of changes and movement of sediment along Lebir River. This study was done to determine a bed load discharge and...

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Main Authors:	Nadiatul Adilah, Ahmad Abdul Ghani, Nur Insyirah Izzati, Omar
Format:	Book Section
Language:	English
Published:	Springer 2018
Subjects:	TC Hydraulic engineering. Ocean engineering
Online Access:	http://umpir.ump.edu.my/id/eprint/23174/ http://umpir.ump.edu.my/id/eprint/23174/ http://umpir.ump.edu.my/id/eprint/23174/1/Bed%20Load%20and%20River%20Bed%20Pattern%20at%20Lebir%20River1.pdf

id	ump-23174
recordtype	eprints
spelling	ump-231742019-04-22T04:38:59Z http://umpir.ump.edu.my/id/eprint/23174/ Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014 Nadiatul Adilah, Ahmad Abdul Ghani Nur Insyirah Izzati, Omar TC Hydraulic engineering. Ocean engineering Lebir River is the main river that joins Sungai Galas to form Sungai Kelantan at Kuala Krai. In December 2014, it had faced extreme flood event. The situation has led to the introduction of changes and movement of sediment along Lebir River. This study was done to determine a bed load discharge and deposition of bed load at river bed after this flooding. Five locations have been identified to be used as the sampling location. Three different methods were used to determine the bed load discharge; Meyer Peter Muller, Schoklitsch, and Duboys. Results of the study shows, the size of the sediment in Lebir River is between 0.75 to 5.0 mm and an average velocity is 0.224 up to 0.599 m/s. From the analysis, it shows that Meyer Peter Muller is suitable to predict bed load in Lebir River. The Meyer Peter and Muller formula obtained from experiments with relatively sediment and formula has been used frequently to estimate rates of bed load discharge. It is suitable for uniform sediments with specific gravity that are varying from 1.25 to 4. The particle size range for the Meyer Peter and Muller is between 0.4 and 28.65 mm. This method gives better prediction compared to other two methods and it is suitable for coarse sands and gravel. The river profile in selected point was identified to determine the river bed pattern cause by deposition of sediment at Lebir River after facing an extreme flood event in 2014. Springer 2018 Book Section PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23174/1/Bed%20Load%20and%20River%20Bed%20Pattern%20at%20Lebir%20River1.pdf Nadiatul Adilah, Ahmad Abdul Ghani and Nur Insyirah Izzati, Omar (2018) Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014. In: Regional Conference on Science, Technology and Social Sciences (RCSTSS 2016). Springer, Singapore, pp. 299-308. ISBN 978-981-13-0073-8 https://doi.org/10.1007/978-981-13-0074-5_28
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TC Hydraulic engineering. Ocean engineering
spellingShingle	TC Hydraulic engineering. Ocean engineering Nadiatul Adilah, Ahmad Abdul Ghani Nur Insyirah Izzati, Omar Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014
description	Lebir River is the main river that joins Sungai Galas to form Sungai Kelantan at Kuala Krai. In December 2014, it had faced extreme flood event. The situation has led to the introduction of changes and movement of sediment along Lebir River. This study was done to determine a bed load discharge and deposition of bed load at river bed after this flooding. Five locations have been identified to be used as the sampling location. Three different methods were used to determine the bed load discharge; Meyer Peter Muller, Schoklitsch, and Duboys. Results of the study shows, the size of the sediment in Lebir River is between 0.75 to 5.0 mm and an average velocity is 0.224 up to 0.599 m/s. From the analysis, it shows that Meyer Peter Muller is suitable to predict bed load in Lebir River. The Meyer Peter and Muller formula obtained from experiments with relatively sediment and formula has been used frequently to estimate rates of bed load discharge. It is suitable for uniform sediments with specific gravity that are varying from 1.25 to 4. The particle size range for the Meyer Peter and Muller is between 0.4 and 28.65 mm. This method gives better prediction compared to other two methods and it is suitable for coarse sands and gravel. The river profile in selected point was identified to determine the river bed pattern cause by deposition of sediment at Lebir River after facing an extreme flood event in 2014.
format	Book Section
author	Nadiatul Adilah, Ahmad Abdul Ghani Nur Insyirah Izzati, Omar
author_facet	Nadiatul Adilah, Ahmad Abdul Ghani Nur Insyirah Izzati, Omar
author_sort	Nadiatul Adilah, Ahmad Abdul Ghani
title	Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014
title_short	Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014
title_full	Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014
title_fullStr	Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014
title_full_unstemmed	Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014
title_sort	bed load and river bed pattern at lebir river after extreme flood event in 2014
publisher	Springer
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/23174/ http://umpir.ump.edu.my/id/eprint/23174/ http://umpir.ump.edu.my/id/eprint/23174/1/Bed%20Load%20and%20River%20Bed%20Pattern%20at%20Lebir%20River1.pdf
first_indexed	2023-09-18T22:34:36Z
last_indexed	2023-09-18T22:34:36Z
_version_	1777416511847137280

Bed Load and River Bed Pattern at Lebir River After Extreme Flood Event in 2014

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