Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling

The main purpose of this project was to reconstruct historical flood events at the flood-prone Sungai Sarawak Kanan to obtain flood hydrographs to provide explanation to the flooding of Bau town and surrounding areas. The Sungai Sarawak Kanan and its floodplains were modeled using one-dimensional...

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Main Authors: Mah, D.Y.S., Putuhena, F.J., Salim, Said
Format: E-Article
Language:English
Published: The Institution of Engineers, Malaysia 2007
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Online Access:http://ir.unimas.my/id/eprint/10210/1/Use%20of%20InfoWorks%20River%20Simulation%20%28RS%29%20in%20Sungai%20Sarawak%20Kanan%20Modeling%20%28abstract%29.pdf
http://ir.unimas.my/id/eprint/10210/
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spelling my.unimas.ir.102102016-04-19T06:47:35Z http://ir.unimas.my/id/eprint/10210/ Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling Mah, D.Y.S. Putuhena, F.J. Salim, Said TC Hydraulic engineering. Ocean engineering The main purpose of this project was to reconstruct historical flood events at the flood-prone Sungai Sarawak Kanan to obtain flood hydrographs to provide explanation to the flooding of Bau town and surrounding areas. The Sungai Sarawak Kanan and its floodplains were modeled using one-dimensional hydrodynamic modeling approach, by utilising the Wallingford Software model - InfoWorks River Simulation (RS), coupled with its embedded GIS applications, to capture the hydraulic response of the river and its floodplains in extreme flooding conditions. InfoWorks RS was applied on 23 km of Sungai Sarawak Kanan between Buan Bidi and Siniawan. The model was calibrated with 3 storm events, verified with another 2 sets of storm data and applied on reconstructing 2 extreme events of February 2003 and January 2004 floods where the correlation of observed and simulated data at Siniawan were between 0.87 – 0.98. The differences of observed and modeled peak water levels were within the allowable limit of ± 0.10 m. Similar efficiency had been achieved in the interpretation on the simulation of reconstruction results through analysis of flood depths and flood watermarks. The model was managed to estimate the flood depths and flood watermarks within the observation range by Department of Irrigation and Drainage Sarawak. This shown that InfoWorks RS is an appropriate model for flood modeling in Sungai Sarawak Kanan. The Institution of Engineers, Malaysia 2007 E-Article NonPeerReviewed text en http://ir.unimas.my/id/eprint/10210/1/Use%20of%20InfoWorks%20River%20Simulation%20%28RS%29%20in%20Sungai%20Sarawak%20Kanan%20Modeling%20%28abstract%29.pdf Mah, D.Y.S. and Putuhena, F.J. and Salim, Said (2007) Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling. Journal - The Institution of Engineers, Malaysia, 68 (1). ISSN 0538-0057
institution Universiti Malaysia Sarawak
building Centre for Academic Information Services (CAIS)
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sarawak
content_source UNIMAS Institutional Repository
url_provider http://ir.unimas.my/
language English
topic TC Hydraulic engineering. Ocean engineering
spellingShingle TC Hydraulic engineering. Ocean engineering
Mah, D.Y.S.
Putuhena, F.J.
Salim, Said
Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling
description The main purpose of this project was to reconstruct historical flood events at the flood-prone Sungai Sarawak Kanan to obtain flood hydrographs to provide explanation to the flooding of Bau town and surrounding areas. The Sungai Sarawak Kanan and its floodplains were modeled using one-dimensional hydrodynamic modeling approach, by utilising the Wallingford Software model - InfoWorks River Simulation (RS), coupled with its embedded GIS applications, to capture the hydraulic response of the river and its floodplains in extreme flooding conditions. InfoWorks RS was applied on 23 km of Sungai Sarawak Kanan between Buan Bidi and Siniawan. The model was calibrated with 3 storm events, verified with another 2 sets of storm data and applied on reconstructing 2 extreme events of February 2003 and January 2004 floods where the correlation of observed and simulated data at Siniawan were between 0.87 – 0.98. The differences of observed and modeled peak water levels were within the allowable limit of ± 0.10 m. Similar efficiency had been achieved in the interpretation on the simulation of reconstruction results through analysis of flood depths and flood watermarks. The model was managed to estimate the flood depths and flood watermarks within the observation range by Department of Irrigation and Drainage Sarawak. This shown that InfoWorks RS is an appropriate model for flood modeling in Sungai Sarawak Kanan.
format E-Article
author Mah, D.Y.S.
Putuhena, F.J.
Salim, Said
author_facet Mah, D.Y.S.
Putuhena, F.J.
Salim, Said
author_sort Mah, D.Y.S.
title Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling
title_short Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling
title_full Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling
title_fullStr Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling
title_full_unstemmed Use of InfoWorks River Simulation (RS) in Sungai Sarawak Kanan Modeling
title_sort use of infoworks river simulation (rs) in sungai sarawak kanan modeling
publisher The Institution of Engineers, Malaysia
publishDate 2007
url http://ir.unimas.my/id/eprint/10210/1/Use%20of%20InfoWorks%20River%20Simulation%20%28RS%29%20in%20Sungai%20Sarawak%20Kanan%20Modeling%20%28abstract%29.pdf
http://ir.unimas.my/id/eprint/10210/
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score 13.18916