Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof

The sediment transport capacity of a river determines the scour and deposition processes in a river reach. As such, it is quite important to correctly model the loose boundary channels in response to catchments changes either due to human interferences or natural processes. However, current engineer...

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Main Author: Yusof, Mohd Eizam
Format: Student Project
Language:English
Published: 2006
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/101523/1/101523.pdf
https://ir.uitm.edu.my/id/eprint/101523/
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spelling my.uitm.ir.1015232024-09-18T08:58:04Z https://ir.uitm.edu.my/id/eprint/101523/ Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof Yusof, Mohd Eizam Environmental engineering The sediment transport capacity of a river determines the scour and deposition processes in a river reach. As such, it is quite important to correctly model the loose boundary channels in response to catchments changes either due to human interferences or natural processes. However, current engineering practice indicates that most modelling activities done by using rigid boundary models. This is due to lack of sediments transport characteristics information such as the sediments rating curve at Sungai Junjung. Site observation for hydraulic and sediments transport data including river cross section, velocity, water level, bed load, suspended load and bed material samples has been collected at downstream stations. A flow rating curve which contain the water level data as a function of water discharge (Q) were then established. Later, sediment rating curve which shows the relationship between sediments total load (Tj) and water discharge (Q) also been derived. By using the derived flow rating curve and sediments rating curve the historical water level and sediment discharge values for the ungauged catchment for Sungai Junjung can be derived at any time period from the historical water level records for the study site. The derived parameter then will be use to predict floods level using SFlood Model incorporating with the sediments transport. The simulation is considered in loose boundary condition and the rigid boundary condition. The simulation result show that loose boundary condition gave higher water level comparing to the rigid boundary condition. It’s clear that loose boundary condition affected the river by erosion and deposition. Deposition of sediment cause the flow resistance is higher, thus the water level also increase. 2006 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/101523/1/101523.pdf Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof. (2006) [Student Project] (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Environmental engineering
spellingShingle Environmental engineering
Yusof, Mohd Eizam
Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof
description The sediment transport capacity of a river determines the scour and deposition processes in a river reach. As such, it is quite important to correctly model the loose boundary channels in response to catchments changes either due to human interferences or natural processes. However, current engineering practice indicates that most modelling activities done by using rigid boundary models. This is due to lack of sediments transport characteristics information such as the sediments rating curve at Sungai Junjung. Site observation for hydraulic and sediments transport data including river cross section, velocity, water level, bed load, suspended load and bed material samples has been collected at downstream stations. A flow rating curve which contain the water level data as a function of water discharge (Q) were then established. Later, sediment rating curve which shows the relationship between sediments total load (Tj) and water discharge (Q) also been derived. By using the derived flow rating curve and sediments rating curve the historical water level and sediment discharge values for the ungauged catchment for Sungai Junjung can be derived at any time period from the historical water level records for the study site. The derived parameter then will be use to predict floods level using SFlood Model incorporating with the sediments transport. The simulation is considered in loose boundary condition and the rigid boundary condition. The simulation result show that loose boundary condition gave higher water level comparing to the rigid boundary condition. It’s clear that loose boundary condition affected the river by erosion and deposition. Deposition of sediment cause the flow resistance is higher, thus the water level also increase.
format Student Project
author Yusof, Mohd Eizam
author_facet Yusof, Mohd Eizam
author_sort Yusof, Mohd Eizam
title Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof
title_short Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof
title_full Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof
title_fullStr Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof
title_full_unstemmed Loose boundary modeling using SFlood for Sungai Junjung / Mohd Eizam Yusof
title_sort loose boundary modeling using sflood for sungai junjung / mohd eizam yusof
publishDate 2006
url https://ir.uitm.edu.my/id/eprint/101523/1/101523.pdf
https://ir.uitm.edu.my/id/eprint/101523/
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score 13.211869