Numerical modelling study for application of hydraulic structures for flood control

Mathematical models have been developed to resolve many problems that are related to water profile evaluation. The flow through weir can be solved using numerical methods and computer techniques. Storage in channel and river could be utilized by installing weir at strategic locations along the river...

Full description

Saved in:

Bibliographic Details
Main Author:	Md. Sukimin, Syahrulnizam @ Helmi
Format:	Thesis
Language:	English
Published:	2006
Subjects:	TC Hydraulic engineering Ocean engineering QA76 Computer software
Online Access:	http://eprints.utm.my/id/eprint/4605/1/SyahrulnizamHelmiMdSukiminMFKA2006.pdf
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my-utm-ep.4605
record_format	uketd_dc
spelling	my-utm-ep.46052018-02-28T06:44:52Z Numerical modelling study for application of hydraulic structures for flood control 2006-05 Md. Sukimin, Syahrulnizam @ Helmi TC Hydraulic engineering. Ocean engineering TA Engineering (General). Civil engineering (General) QA76 Computer software Mathematical models have been developed to resolve many problems that are related to water profile evaluation. The flow through weir can be solved using numerical methods and computer techniques. Storage in channel and river could be utilized by installing weir at strategic locations along the river. This approach might be benefited in flood control to the downstream area, but it could also cause flooding in the upstream due to the backwater effect. The problem is whether by the installation of those weirs will produce backwater at the upstream area. By using numerical equation the effective application of hydraulic structures such as weir can be determined. The computer program such as FEWMS Fst2dh is numerical program has ability to simulate the flow in structure hydraulics. The effectiveness of weirs at the upstream Sungai Plentong can be determined by using FESWMS Fst2dh modelling that is enable Surface Water Modelling System (SMS) software. The simulated water surface elevation will be used to identify which areas that are have problem with backwater. The result observed data shows that the existing weir in the channel at the upstream of Sungai Plentong can reduce to 80% of the channel water depth. The simulated of water level results shows that the weir did not producing significant increase effect of water level due a backwater. 2006-05 Thesis http://eprints.utm.my/id/eprint/4605/ http://eprints.utm.my/id/eprint/4605/1/SyahrulnizamHelmiMdSukiminMFKA2006.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TC Hydraulic engineering Ocean engineering TC Hydraulic engineering Ocean engineering QA76 Computer software
spellingShingle	TC Hydraulic engineering Ocean engineering TC Hydraulic engineering Ocean engineering QA76 Computer software Md. Sukimin, Syahrulnizam @ Helmi Numerical modelling study for application of hydraulic structures for flood control
description	Mathematical models have been developed to resolve many problems that are related to water profile evaluation. The flow through weir can be solved using numerical methods and computer techniques. Storage in channel and river could be utilized by installing weir at strategic locations along the river. This approach might be benefited in flood control to the downstream area, but it could also cause flooding in the upstream due to the backwater effect. The problem is whether by the installation of those weirs will produce backwater at the upstream area. By using numerical equation the effective application of hydraulic structures such as weir can be determined. The computer program such as FEWMS Fst2dh is numerical program has ability to simulate the flow in structure hydraulics. The effectiveness of weirs at the upstream Sungai Plentong can be determined by using FESWMS Fst2dh modelling that is enable Surface Water Modelling System (SMS) software. The simulated water surface elevation will be used to identify which areas that are have problem with backwater. The result observed data shows that the existing weir in the channel at the upstream of Sungai Plentong can reduce to 80% of the channel water depth. The simulated of water level results shows that the weir did not producing significant increase effect of water level due a backwater.
format	Thesis
qualification_level	Master's degree
author	Md. Sukimin, Syahrulnizam @ Helmi
author_facet	Md. Sukimin, Syahrulnizam @ Helmi
author_sort	Md. Sukimin, Syahrulnizam @ Helmi
title	Numerical modelling study for application of hydraulic structures for flood control
title_short	Numerical modelling study for application of hydraulic structures for flood control
title_full	Numerical modelling study for application of hydraulic structures for flood control
title_fullStr	Numerical modelling study for application of hydraulic structures for flood control
title_full_unstemmed	Numerical modelling study for application of hydraulic structures for flood control
title_sort	numerical modelling study for application of hydraulic structures for flood control
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2006
url	http://eprints.utm.my/id/eprint/4605/1/SyahrulnizamHelmiMdSukiminMFKA2006.pdf
_version_	1747814540472483840

Numerical modelling study for application of hydraulic structures for flood control

Similar Items