Water level profile calculation using HEC-RAS / Nadia Tulos

Computer programmers have been used by engineer since 1960’s to perform calculation to determine channel flow characteristics. Engineers design drainage channel, storm sewer or culvert for example base on the calculation of water surface profile. Even though the calculation can be done manually but...

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Bibliographic Details
Main Author:	Tulos, Nadia
Format:	Student Project
Language:	English
Published:	Faculty of Civil Engineering 2004
Subjects:	Engineering machinery, tools, and implements Engineering geology. Rock mechanics. Soil mechanics. Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc.
Online Access:	http://ir.uitm.edu.my/id/eprint/25547/ http://ir.uitm.edu.my/id/eprint/25547/1/PPb_NADIA%20TULOS%20EC%20P%2004_5.pdf

id	uitm-25547
recordtype	eprints
spelling	uitm-255472019-09-20T03:59:41Z http://ir.uitm.edu.my/id/eprint/25547/ Water level profile calculation using HEC-RAS / Nadia Tulos Tulos, Nadia Engineering machinery, tools, and implements Engineering geology. Rock mechanics. Soil mechanics. Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc. Computer programmers have been used by engineer since 1960’s to perform calculation to determine channel flow characteristics. Engineers design drainage channel, storm sewer or culvert for example base on the calculation of water surface profile. Even though the calculation can be done manually but it is not suitable because it takes longer duration. Because of this many software have been develop since that. Nowadays there are much software in market such as HEC-2, HEC-6, HEC-5 and HEC-FDA. Each of the software has its own used for example HEC-5 that is used for simulation of flood control and conservations system. HEC-2 is used to calculate water surface profile for any cross-section. HEC-RAS is one of the numerical simulations that are used to analyze water surface profile. HEC-RAS River Analysis System is a computer program that is developed by U.S Army Corps of Engineers Hydrologic Engineering Center. HEC-RAS numerical simulation for Klang River shows that the water level calculated from the software provide nearly the same water level from the data collection from Department of Irrigation (DID).The limitation for this study is that steady flow analysis is done for simulation and Klang River is fixed bed. The parameter for calibration is Manning’s Roughness, n and the value is 0.01.This Manning’s roughness, n for Klang River represents trowel finish, concrete line up channel. HEC-RAS can be used to predict the water level profile after calibration and verification of the parameters. Faculty of Civil Engineering 2004 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/25547/1/PPb_NADIA%20TULOS%20EC%20P%2004_5.pdf Tulos, Nadia (2004) Water level profile calculation using HEC-RAS / Nadia Tulos. [Student Project] (Unpublished)
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Engineering machinery, tools, and implements Engineering geology. Rock mechanics. Soil mechanics. Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc.
spellingShingle	Engineering machinery, tools, and implements Engineering geology. Rock mechanics. Soil mechanics. Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc. Tulos, Nadia Water level profile calculation using HEC-RAS / Nadia Tulos
description	Computer programmers have been used by engineer since 1960’s to perform calculation to determine channel flow characteristics. Engineers design drainage channel, storm sewer or culvert for example base on the calculation of water surface profile. Even though the calculation can be done manually but it is not suitable because it takes longer duration. Because of this many software have been develop since that. Nowadays there are much software in market such as HEC-2, HEC-6, HEC-5 and HEC-FDA. Each of the software has its own used for example HEC-5 that is used for simulation of flood control and conservations system. HEC-2 is used to calculate water surface profile for any cross-section. HEC-RAS is one of the numerical simulations that are used to analyze water surface profile. HEC-RAS River Analysis System is a computer program that is developed by U.S Army Corps of Engineers Hydrologic Engineering Center. HEC-RAS numerical simulation for Klang River shows that the water level calculated from the software provide nearly the same water level from the data collection from Department of Irrigation (DID).The limitation for this study is that steady flow analysis is done for simulation and Klang River is fixed bed. The parameter for calibration is Manning’s Roughness, n and the value is 0.01.This Manning’s roughness, n for Klang River represents trowel finish, concrete line up channel. HEC-RAS can be used to predict the water level profile after calibration and verification of the parameters.
format	Student Project
author	Tulos, Nadia
author_facet	Tulos, Nadia
author_sort	Tulos, Nadia
title	Water level profile calculation using HEC-RAS / Nadia Tulos
title_short	Water level profile calculation using HEC-RAS / Nadia Tulos
title_full	Water level profile calculation using HEC-RAS / Nadia Tulos
title_fullStr	Water level profile calculation using HEC-RAS / Nadia Tulos
title_full_unstemmed	Water level profile calculation using HEC-RAS / Nadia Tulos
title_sort	water level profile calculation using hec-ras / nadia tulos
publisher	Faculty of Civil Engineering
publishDate	2004
url	http://ir.uitm.edu.my/id/eprint/25547/ http://ir.uitm.edu.my/id/eprint/25547/1/PPb_NADIA%20TULOS%20EC%20P%2004_5.pdf
first_indexed	2023-09-18T23:14:57Z
last_indexed	2023-09-18T23:14:57Z
_version_	1777419050294444032

Water level profile calculation using HEC-RAS / Nadia Tulos

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