Sediment transport in Sungai Kulim, Kedah

Effect of rapid urbanization has accelerated the impact on the catchment hydrology and geomorphology. Such rapid development which takes place in river catchment areas will result in higher sediment yield and it will not only affects river morphology, but also river channel stability, causing seriou...

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Main Author:	Chang, Chun Kiat
Format:	Thesis
Language:	English
Published:	2006
Subjects:	TA1-2040 Engineering (General) Civil engineering (General)
Online Access:	http://eprints.usm.my/54387/1/SEDIMENT%20TRANSPORT%20IN%20SUNGAI%20KULIM%2C%20KEDAH%2024.pdf
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spelling	my-usm-ep.543872022-08-29T14:07:55Z Sediment transport in Sungai Kulim, Kedah 2006-12 Chang, Chun Kiat TA1-2040 Engineering (General). Civil engineering (General) Effect of rapid urbanization has accelerated the impact on the catchment hydrology and geomorphology. Such rapid development which takes place in river catchment areas will result in higher sediment yield and it will not only affects river morphology, but also river channel stability, causing serious damages to hydraulic structures along the river and also becoming the main cause for serious flooding in urban areas. Therefore, it is necessary to predict and evaluate the river channel stability due to the existing and future developments. This study was carried out at Sungai Kulim in Kedah state, Malaysia, by means of evaluation on sediment transport using recently observed data up to year 2006. The present study attempts to give an overview of the channel changes and sediment transport phenomena in Sungai Kulim. A total of 24 samples of bed materials were collected from four locations (Cl-l 20000, eH 14390, eH 3014 and eH O), and 14 river hydraulics and sediment transport data sets including discharge, bed load, suspended load and total load were collected from two locations (Cl-i 14390 and eH 3014) from 2004 to 2006. The data were used to analyze and evaluate existing Manning equations and sediment transport equations. Attempts were also made to derive new Manning equations (Equations 4.3 and 4.4) with a correlation coefficient, R2 = 0.86 for application to the moderate-size channels in Malaysia. The results of evaluation for total load equations at the two locations along Sungai Kulim show that Engelund & Hansen equation gave the best prediction for sand bed stream and yielded highest percentage of data with discrepancy ratio in between 0.5 and 2.0 (33.33% at eH 14390 and 62.50% at eH 3014). An erodible-boundary model, FLUVIAL-12 which simulates inter-related changes in channel-bed profile, width variation and changes in bed topography was selected for this study. 2006-12 Thesis http://eprints.usm.my/54387/ http://eprints.usm.my/54387/1/SEDIMENT%20TRANSPORT%20IN%20SUNGAI%20KULIM%2C%20KEDAH%2024.pdf application/pdf en public masters Universiti Sains Malaysia. Pusat Pengajian Kejuruteraan Awam
institution	Universiti Sains Malaysia
collection	USM Institutional Repository
language	English
topic	TA1-2040 Engineering (General) Civil engineering (General)
spellingShingle	TA1-2040 Engineering (General) Civil engineering (General) Chang, Chun Kiat Sediment transport in Sungai Kulim, Kedah
description	Effect of rapid urbanization has accelerated the impact on the catchment hydrology and geomorphology. Such rapid development which takes place in river catchment areas will result in higher sediment yield and it will not only affects river morphology, but also river channel stability, causing serious damages to hydraulic structures along the river and also becoming the main cause for serious flooding in urban areas. Therefore, it is necessary to predict and evaluate the river channel stability due to the existing and future developments. This study was carried out at Sungai Kulim in Kedah state, Malaysia, by means of evaluation on sediment transport using recently observed data up to year 2006. The present study attempts to give an overview of the channel changes and sediment transport phenomena in Sungai Kulim. A total of 24 samples of bed materials were collected from four locations (Cl-l 20000, eH 14390, eH 3014 and eH O), and 14 river hydraulics and sediment transport data sets including discharge, bed load, suspended load and total load were collected from two locations (Cl-i 14390 and eH 3014) from 2004 to 2006. The data were used to analyze and evaluate existing Manning equations and sediment transport equations. Attempts were also made to derive new Manning equations (Equations 4.3 and 4.4) with a correlation coefficient, R2 = 0.86 for application to the moderate-size channels in Malaysia. The results of evaluation for total load equations at the two locations along Sungai Kulim show that Engelund & Hansen equation gave the best prediction for sand bed stream and yielded highest percentage of data with discrepancy ratio in between 0.5 and 2.0 (33.33% at eH 14390 and 62.50% at eH 3014). An erodible-boundary model, FLUVIAL-12 which simulates inter-related changes in channel-bed profile, width variation and changes in bed topography was selected for this study.
format	Thesis
qualification_level	Master's degree
author	Chang, Chun Kiat
author_facet	Chang, Chun Kiat
author_sort	Chang, Chun Kiat
title	Sediment transport in Sungai Kulim, Kedah
title_short	Sediment transport in Sungai Kulim, Kedah
title_full	Sediment transport in Sungai Kulim, Kedah
title_fullStr	Sediment transport in Sungai Kulim, Kedah
title_full_unstemmed	Sediment transport in Sungai Kulim, Kedah
title_sort	sediment transport in sungai kulim, kedah
granting_institution	Universiti Sains Malaysia.
granting_department	Pusat Pengajian Kejuruteraan Awam
publishDate	2006
url	http://eprints.usm.my/54387/1/SEDIMENT%20TRANSPORT%20IN%20SUNGAI%20KULIM%2C%20KEDAH%2024.pdf
_version_	1747822282345021440

Sediment transport in Sungai Kulim, Kedah

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