Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12

Development which takes place in river catchment areas will result in discharge and bed erosion increment or scouring and deposition. The matter stated above will result in the unstability in the river channel. When this happens, there will be failures to the river bank or in the river protect...

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Main Author: Amat Sihab, Noorazlan
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2006
Subjects:
Online Access:http://eprints.usm.my/58435/
http://eprints.usm.my/58435/1/Pembangunan%20Lengkung%20Kadar%20Pengangkutan%20Endapan%20Menggunakan%20Fluvial-12_Noorazlan%20Amat%20Sihab.pdf
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author Amat Sihab, Noorazlan
author_facet Amat Sihab, Noorazlan
author_sort Amat Sihab, Noorazlan
building USM Institutional Repository
collection Online Access
description Development which takes place in river catchment areas will result in discharge and bed erosion increment or scouring and deposition. The matter stated above will result in the unstability in the river channel. When this happens, there will be failures to the river bank or in the river protection structure and reduce the channel capacity to flow the flood to downstream. Therefore, it is necessary to predict the river channel stability that will happen due to the existing development or the one which will take place in the future in a river catchment area. This study covers several locations at Sungai Kulim in Kedah. In general, this study is conducted to develop sediment rating curve using Fluvial-12 software. The development of sediment rating curve is quite important to check the stability of the reach in response to catchment changes either due to human interference or natural processes. Sediment transport data including bed load, bed material, suspended load and channel cross section is taken at several stations along Sungai Kulim to asses the available sediment transport equations and develop the sediment rating curve.
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format Monograph
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institution Universiti Sains Malaysia
institution_category Local University
language English
last_indexed 2025-11-15T18:58:08Z
publishDate 2006
publisher Universiti Sains Malaysia
recordtype eprints
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spelling usm-584352023-05-10T07:43:58Z http://eprints.usm.my/58435/ Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12 Amat Sihab, Noorazlan T Technology TA Engineering (General). Civil engineering (General) Development which takes place in river catchment areas will result in discharge and bed erosion increment or scouring and deposition. The matter stated above will result in the unstability in the river channel. When this happens, there will be failures to the river bank or in the river protection structure and reduce the channel capacity to flow the flood to downstream. Therefore, it is necessary to predict the river channel stability that will happen due to the existing development or the one which will take place in the future in a river catchment area. This study covers several locations at Sungai Kulim in Kedah. In general, this study is conducted to develop sediment rating curve using Fluvial-12 software. The development of sediment rating curve is quite important to check the stability of the reach in response to catchment changes either due to human interference or natural processes. Sediment transport data including bed load, bed material, suspended load and channel cross section is taken at several stations along Sungai Kulim to asses the available sediment transport equations and develop the sediment rating curve. Universiti Sains Malaysia 2006-05-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/58435/1/Pembangunan%20Lengkung%20Kadar%20Pengangkutan%20Endapan%20Menggunakan%20Fluvial-12_Noorazlan%20Amat%20Sihab.pdf Amat Sihab, Noorazlan (2006) Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted) 95
spellingShingle T Technology
TA Engineering (General). Civil engineering (General)
Amat Sihab, Noorazlan
Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12
title Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12
title_full Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12
title_fullStr Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12
title_full_unstemmed Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12
title_short Pembangunan Lengkung Kadar Pengangkutan Endapan Menggunakan Fluvial-12
title_sort pembangunan lengkung kadar pengangkutan endapan menggunakan fluvial-12
topic T Technology
TA Engineering (General). Civil engineering (General)
url http://eprints.usm.my/58435/
http://eprints.usm.my/58435/
http://eprints.usm.my/58435/1/Pembangunan%20Lengkung%20Kadar%20Pengangkutan%20Endapan%20Menggunakan%20Fluvial-12_Noorazlan%20Amat%20Sihab.pdf