River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid

Sungai Junjung is located in the district of Seberang Perai Tengah, Pulau Pinang and has catchment area of approximately 127 km² comprising of the main river and its tributes, Sg Macang Bubuk, Sg Cempedak, Sg Junjung Mati, Sg Batu Tiga ,Sg. Perangin and Sg. Tok Subuh. Despite being surrounded by...

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Bibliographic Details
Main Author:	A Rashid, Muhammad Radzi
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2006
Subjects:	River, lake, and water-supply engineering River protective works. Regulation. Flood control
Online Access:	http://ir.uitm.edu.my/id/eprint/21427/ http://ir.uitm.edu.my/id/eprint/21427/1/PPb_MUHAMMAD%20RADZI%20RASHID%20EC%20P%2006_5.pdf

id	uitm-21427
recordtype	eprints
spelling	uitm-214272018-10-02T03:57:46Z http://ir.uitm.edu.my/id/eprint/21427/ River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid A Rashid, Muhammad Radzi River, lake, and water-supply engineering River protective works. Regulation. Flood control Sungai Junjung is located in the district of Seberang Perai Tengah, Pulau Pinang and has catchment area of approximately 127 km² comprising of the main river and its tributes, Sg Macang Bubuk, Sg Cempedak, Sg Junjung Mati, Sg Batu Tiga ,Sg. Perangin and Sg. Tok Subuh. Despite being surrounded by an environment conducive to its development, the area is currently facing a setback arising mainly from lack of flood mitigation master plan. As a result, incidences of flash floods and water logging have become major prevalent problem affecting several areas. This study are to model the river by using HEC-RAS software for the flood mitigation along the course of Sg Junjung.. HEC-RAS model was used to perform one-dimensional (1D) hydraulic calculations for a full network of natural and constructed channels. To perform the hydraulic model using HEC-RAS, the required data were geometric data, flow data and the boundary conditions of the stream. All these data were needed to perform the calculation of hydraulic water surface. As a result, HEC-RAS model showed that the possibility of flood to occur the duration rainfall of 30 minutes for ARI 2,5,20,50, 100 years. Besides that the comparison between different Manning’s N also was made. Lastly the new proposed level that obtained hopefully will give to responsible party as a alternative way to solving this problem. Faculty of Civil Engineering 2006-05 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/21427/1/PPb_MUHAMMAD%20RADZI%20RASHID%20EC%20P%2006_5.pdf A Rashid, Muhammad Radzi (2006) River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid. [Student Project] (Submitted)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	River, lake, and water-supply engineering River protective works. Regulation. Flood control
spellingShingle	River, lake, and water-supply engineering River protective works. Regulation. Flood control A Rashid, Muhammad Radzi River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid
description	Sungai Junjung is located in the district of Seberang Perai Tengah, Pulau Pinang and has catchment area of approximately 127 km² comprising of the main river and its tributes, Sg Macang Bubuk, Sg Cempedak, Sg Junjung Mati, Sg Batu Tiga ,Sg. Perangin and Sg. Tok Subuh. Despite being surrounded by an environment conducive to its development, the area is currently facing a setback arising mainly from lack of flood mitigation master plan. As a result, incidences of flash floods and water logging have become major prevalent problem affecting several areas. This study are to model the river by using HEC-RAS software for the flood mitigation along the course of Sg Junjung.. HEC-RAS model was used to perform one-dimensional (1D) hydraulic calculations for a full network of natural and constructed channels. To perform the hydraulic model using HEC-RAS, the required data were geometric data, flow data and the boundary conditions of the stream. All these data were needed to perform the calculation of hydraulic water surface. As a result, HEC-RAS model showed that the possibility of flood to occur the duration rainfall of 30 minutes for ARI 2,5,20,50, 100 years. Besides that the comparison between different Manning’s N also was made. Lastly the new proposed level that obtained hopefully will give to responsible party as a alternative way to solving this problem.
format	Student Project
author	A Rashid, Muhammad Radzi
author_facet	A Rashid, Muhammad Radzi
author_sort	A Rashid, Muhammad Radzi
title	River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid
title_short	River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid
title_full	River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid
title_fullStr	River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid
title_full_unstemmed	River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid
title_sort	river modeling using hec-ras for sungai junjung / muhammad radzi a rashid
publisher	Faculty of Civil Engineering
publishDate	2006
url	http://ir.uitm.edu.my/id/eprint/21427/ http://ir.uitm.edu.my/id/eprint/21427/1/PPb_MUHAMMAD%20RADZI%20RASHID%20EC%20P%2006_5.pdf
first_indexed	2023-09-18T23:06:32Z
last_indexed	2023-09-18T23:06:32Z
_version_	1777418520348327936

River modeling using hec-ras for Sungai Junjung / Muhammad Radzi A Rashid

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