Ungauged flood modelling for Kuantan River Basin using HEC-HMS

Floods in the monsoon season not only affect urban catchment areas, also affect rural areas. Therefore, a study should be conducted to avoid the crisis of damage caused by floods in rural areas. All sub-basins in the Kuantan River Basin majority do not have river flow data. Only one station availabl...

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Main Author:	Mohd Hisyam, Zulkifli
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2018
Subjects:	GB Physical geography QC Physics
Online Access:	http://umpir.ump.edu.my/id/eprint/23678/ http://umpir.ump.edu.my/id/eprint/23678/ http://umpir.ump.edu.my/id/eprint/23678/1/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/23678/2/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/23678/3/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/23678/4/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20References.pdf

id	ump-23678
recordtype	eprints
spelling	ump-236782019-02-25T02:36:02Z http://umpir.ump.edu.my/id/eprint/23678/ Ungauged flood modelling for Kuantan River Basin using HEC-HMS Mohd Hisyam, Zulkifli GB Physical geography QC Physics Floods in the monsoon season not only affect urban catchment areas, also affect rural areas. Therefore, a study should be conducted to avoid the crisis of damage caused by floods in rural areas. All sub-basins in the Kuantan River Basin majority do not have river flow data. Only one station available to records river flow data, which is Bukit Kenau station. Therefore, a study to predict rainfall-runoff of Sungai Kuantan using the Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS) was selected to simulate the river flow for ungauged catchment. Runoff is very important in flood studies as it characterizes river flow. The Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS) has been chosen for the simulate as considered the best source of water resources and the easiest method to analyze and predict the flow of rain-water of the Kuantan River. The purpose of this study is to predict the flow of river water for a sub-basin that does not have a river water flow record. The Clark method was used for the entire Kuantan River Basin. This method is used to stimulate river basin flow. Therefore, rainfall data is obtained from the Drainage Department, from 1970 until 2015. The data used are rain data. The data were obtained using four (4) rain events of 1 hour, 6 hours, 24 hours and 72 hours rainfall duration with three (3) different ARI which are 2-years ARI, 10-years ARI and 100-years ARI. The SCS Curve Number in HEC-HMS is used to determine the loss of water caused by infiltration. Based on the result obtained, the highest river flow occurs in Belat sub-basin and the lowest river flows occur in the sub-basin of Sungai Isap. This is due to the largest area of rain catchment for Belat sub-basin and the smallest rain catchment area for Sungai Isap sub-basin. 2018-01 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/23678/1/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/23678/2/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/23678/3/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/23678/4/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20References.pdf Mohd Hisyam, Zulkifli (2018) Ungauged flood modelling for Kuantan River Basin using HEC-HMS. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:103613&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 English
topic	GB Physical geography QC Physics
spellingShingle	GB Physical geography QC Physics Mohd Hisyam, Zulkifli Ungauged flood modelling for Kuantan River Basin using HEC-HMS
description	Floods in the monsoon season not only affect urban catchment areas, also affect rural areas. Therefore, a study should be conducted to avoid the crisis of damage caused by floods in rural areas. All sub-basins in the Kuantan River Basin majority do not have river flow data. Only one station available to records river flow data, which is Bukit Kenau station. Therefore, a study to predict rainfall-runoff of Sungai Kuantan using the Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS) was selected to simulate the river flow for ungauged catchment. Runoff is very important in flood studies as it characterizes river flow. The Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS) has been chosen for the simulate as considered the best source of water resources and the easiest method to analyze and predict the flow of rain-water of the Kuantan River. The purpose of this study is to predict the flow of river water for a sub-basin that does not have a river water flow record. The Clark method was used for the entire Kuantan River Basin. This method is used to stimulate river basin flow. Therefore, rainfall data is obtained from the Drainage Department, from 1970 until 2015. The data used are rain data. The data were obtained using four (4) rain events of 1 hour, 6 hours, 24 hours and 72 hours rainfall duration with three (3) different ARI which are 2-years ARI, 10-years ARI and 100-years ARI. The SCS Curve Number in HEC-HMS is used to determine the loss of water caused by infiltration. Based on the result obtained, the highest river flow occurs in Belat sub-basin and the lowest river flows occur in the sub-basin of Sungai Isap. This is due to the largest area of rain catchment for Belat sub-basin and the smallest rain catchment area for Sungai Isap sub-basin.
format	Undergraduates Project Papers
author	Mohd Hisyam, Zulkifli
author_facet	Mohd Hisyam, Zulkifli
author_sort	Mohd Hisyam, Zulkifli
title	Ungauged flood modelling for Kuantan River Basin using HEC-HMS
title_short	Ungauged flood modelling for Kuantan River Basin using HEC-HMS
title_full	Ungauged flood modelling for Kuantan River Basin using HEC-HMS
title_fullStr	Ungauged flood modelling for Kuantan River Basin using HEC-HMS
title_full_unstemmed	Ungauged flood modelling for Kuantan River Basin using HEC-HMS
title_sort	ungauged flood modelling for kuantan river basin using hec-hms
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/23678/ http://umpir.ump.edu.my/id/eprint/23678/ http://umpir.ump.edu.my/id/eprint/23678/1/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/23678/2/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/23678/3/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/23678/4/Ungauged%20flood%20modelling%20for%20Kuantan%20River%20Basin%20using%20HEC-HMS%20-%20References.pdf
first_indexed	2023-09-18T22:35:35Z
last_indexed	2023-09-18T22:35:35Z
_version_	1777416572930883584

Ungauged flood modelling for Kuantan River Basin using HEC-HMS

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