Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River

This study is about flood estimation model for Kecau River and Tanum River in Lipis, Pahang by using Hydrological Modeling System (HEC-HMS). HEC-HMS is tool for analyzing and simulating rainfall and runoff process. HEC-HMS version 4.0 is used in this study to simulate stream flow for Kecau River bas...

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Main Author:	Nur Shafikal, Zakaria
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12226/ http://umpir.ump.edu.my/id/eprint/12226/ http://umpir.ump.edu.my/id/eprint/12226/1/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20%28CD9347%29.pdf http://umpir.ump.edu.my/id/eprint/12226/2/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20-%20CHAP.1%20%28CD9347%29.pdf http://umpir.ump.edu.my/id/eprint/12226/3/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20-%20CHAP.3%20%28CD9347%29.pdf

id	ump-12226
recordtype	eprints
spelling	ump-122262016-03-17T06:45:12Z http://umpir.ump.edu.my/id/eprint/12226/ Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River Nur Shafikal, Zakaria TA Engineering (General). Civil engineering (General) This study is about flood estimation model for Kecau River and Tanum River in Lipis, Pahang by using Hydrological Modeling System (HEC-HMS). HEC-HMS is tool for analyzing and simulating rainfall and runoff process. HEC-HMS version 4.0 is used in this study to simulate stream flow for Kecau River basin and applied to Tanum River basin since both river have same characteristic. Rainfall and stream flow data that used in this Nstudy is from 1999 until 2014. Result of simulation can be generated in summary table, hydrograph and time series table. Correlation coefficient, R2 is used to measure the performance of the modeling. A model with the R2 value is nearly to 1.0 is considered as good and satisfactory. During simulation, value of R2 for station Kg Dusun, Pahang (4320401) in May 1999 is 0.4158 and in January 2010 is 0.8143. The simulated model were fit with the onserved data and show that HEC-HMS are suitable model to predict the stream flow in Tanum River. 2015 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12226/1/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20%28CD9347%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12226/2/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20-%20CHAP.1%20%28CD9347%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12226/3/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20-%20CHAP.3%20%28CD9347%29.pdf Nur Shafikal, Zakaria (2015) Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92411&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nur Shafikal, Zakaria Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River
description	This study is about flood estimation model for Kecau River and Tanum River in Lipis, Pahang by using Hydrological Modeling System (HEC-HMS). HEC-HMS is tool for analyzing and simulating rainfall and runoff process. HEC-HMS version 4.0 is used in this study to simulate stream flow for Kecau River basin and applied to Tanum River basin since both river have same characteristic. Rainfall and stream flow data that used in this Nstudy is from 1999 until 2014. Result of simulation can be generated in summary table, hydrograph and time series table. Correlation coefficient, R2 is used to measure the performance of the modeling. A model with the R2 value is nearly to 1.0 is considered as good and satisfactory. During simulation, value of R2 for station Kg Dusun, Pahang (4320401) in May 1999 is 0.4158 and in January 2010 is 0.8143. The simulated model were fit with the onserved data and show that HEC-HMS are suitable model to predict the stream flow in Tanum River.
format	Undergraduates Project Papers
author	Nur Shafikal, Zakaria
author_facet	Nur Shafikal, Zakaria
author_sort	Nur Shafikal, Zakaria
title	Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River
title_short	Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River
title_full	Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River
title_fullStr	Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River
title_full_unstemmed	Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River
title_sort	development of the rainfall runoff relationship for kecau river by using hec-hms and it’s application to tanum river
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12226/ http://umpir.ump.edu.my/id/eprint/12226/ http://umpir.ump.edu.my/id/eprint/12226/1/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20%28CD9347%29.pdf http://umpir.ump.edu.my/id/eprint/12226/2/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20-%20CHAP.1%20%28CD9347%29.pdf http://umpir.ump.edu.my/id/eprint/12226/3/FKASA%20-%20NUR%20SYAFIKAL%20ZAKARIA%20-%20CHAP.3%20%28CD9347%29.pdf
first_indexed	2023-09-18T22:13:39Z
last_indexed	2023-09-18T22:13:39Z
_version_	1777415193526009856

Development of the rainfall runoff relationship for Kecau River by using HEC-HMS and it’s application to Tanum River

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