Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River

In this study, Hydrologic Engineering Center – Hydrologic Modeling System (HEC-HMS) is used to determine the rainfall-runoff relationship of Lipis River, Pahang. HEC-HMS is software for use in analyzing, planning, and simulating the process of rainfall and runoff. HEC-HMS 4.0 is used in this study t...

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Main Author: Nur Sharifah Ayu, Salim
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/12173/
http://umpir.ump.edu.my/id/eprint/12173/
http://umpir.ump.edu.my/id/eprint/12173/1/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20%28CD9242%29.pdf
http://umpir.ump.edu.my/id/eprint/12173/2/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20-%20CHAP.1%20%28CD9242%29.pdf
http://umpir.ump.edu.my/id/eprint/12173/3/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20-%20CHAP.3%20%28CD9242%29.pdf
id ump-12173
recordtype eprints
spelling ump-121732016-03-17T01:55:58Z http://umpir.ump.edu.my/id/eprint/12173/ Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River Nur Sharifah Ayu, Salim TA Engineering (General). Civil engineering (General) In this study, Hydrologic Engineering Center – Hydrologic Modeling System (HEC-HMS) is used to determine the rainfall-runoff relationship of Lipis River, Pahang. HEC-HMS is software for use in analyzing, planning, and simulating the process of rainfall and runoff. HEC-HMS 4.0 is used in this study to simulate discharge for Lipis River. This study uses rainfall data and stream flow data from January 2008 to December 2014. The data needed is from eleven rainfall stations and one stream flow station in Lipis River catchment area. The analysis result of the data is depends on the parameter used in HEC-HMS. The parameters include time of concentration, storage coefficient, and lag time. The results of simulation can be generated in form of hydrograph, summary table, and time series table. Correlation coefficient, R2 is used to show the relationship of the simulated flow and the observed flow. If the correlation coefficient is close to 1.0, it would indicate that the variables are positively linear related. During evaluation of model, the best value of correlation coefficient is 0.7943 which nearly to 1.0. It shows that the simulated models were fit with the observed data and proves that the HEC-HMS is suitable to predict and analyze rainfallrunoff relationship in Lipis River. 2015 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12173/1/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20%28CD9242%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12173/2/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20-%20CHAP.1%20%28CD9242%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12173/3/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20-%20CHAP.3%20%28CD9242%29.pdf Nur Sharifah Ayu, Salim (2015) Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92144&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 Sharifah Ayu, Salim
Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River
description In this study, Hydrologic Engineering Center – Hydrologic Modeling System (HEC-HMS) is used to determine the rainfall-runoff relationship of Lipis River, Pahang. HEC-HMS is software for use in analyzing, planning, and simulating the process of rainfall and runoff. HEC-HMS 4.0 is used in this study to simulate discharge for Lipis River. This study uses rainfall data and stream flow data from January 2008 to December 2014. The data needed is from eleven rainfall stations and one stream flow station in Lipis River catchment area. The analysis result of the data is depends on the parameter used in HEC-HMS. The parameters include time of concentration, storage coefficient, and lag time. The results of simulation can be generated in form of hydrograph, summary table, and time series table. Correlation coefficient, R2 is used to show the relationship of the simulated flow and the observed flow. If the correlation coefficient is close to 1.0, it would indicate that the variables are positively linear related. During evaluation of model, the best value of correlation coefficient is 0.7943 which nearly to 1.0. It shows that the simulated models were fit with the observed data and proves that the HEC-HMS is suitable to predict and analyze rainfallrunoff relationship in Lipis River.
format Undergraduates Project Papers
author Nur Sharifah Ayu, Salim
author_facet Nur Sharifah Ayu, Salim
author_sort Nur Sharifah Ayu, Salim
title Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River
title_short Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River
title_full Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River
title_fullStr Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River
title_full_unstemmed Study of rainfall-runoff relationship using hydrologic modeling system (HEC-HMS) for Lipis River
title_sort study of rainfall-runoff relationship using hydrologic modeling system (hec-hms) for lipis river
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12173/
http://umpir.ump.edu.my/id/eprint/12173/
http://umpir.ump.edu.my/id/eprint/12173/1/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20%28CD9242%29.pdf
http://umpir.ump.edu.my/id/eprint/12173/2/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20-%20CHAP.1%20%28CD9242%29.pdf
http://umpir.ump.edu.my/id/eprint/12173/3/FKASA%20-%20NUR%20SHARIFAH%20AYU%20SALIM%20-%20CHAP.3%20%28CD9242%29.pdf
first_indexed 2023-09-18T22:13:32Z
last_indexed 2023-09-18T22:13:32Z
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