Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia

Recently, major cities in Terengganu have been affected by problems related to flooding incident. Meanwhile, extreme rainfall during northeast monsoon caused overflowing of Terengganu River and flooding, which cause a lot of destruction of house and property. The main objective of this study is to a...

Full description

Bibliographic Details
Main Author: Nur Azira Ayuni, Ab Aziz
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/12144/
http://umpir.ump.edu.my/id/eprint/12144/
http://umpir.ump.edu.my/id/eprint/12144/1/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29.pdf
http://umpir.ump.edu.my/id/eprint/12144/2/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12144/3/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29%20-%20CHAP%203.pdf
id ump-12144
recordtype eprints
spelling ump-121442016-03-16T06:52:46Z http://umpir.ump.edu.my/id/eprint/12144/ Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia Nur Azira Ayuni, Ab Aziz TA Engineering (General). Civil engineering (General) Recently, major cities in Terengganu have been affected by problems related to flooding incident. Meanwhile, extreme rainfall during northeast monsoon caused overflowing of Terengganu River and flooding, which cause a lot of destruction of house and property. The main objective of this study is to assess the variability of annual daily maximum rainfall. Tropical Rainfall Measuring Mission (TRMM) satellite-based rainfalls from public domain were used in this study. The daily satellite-based rainfall data for each major cities in Terengganu were retrieved using Geographical Information System (GIS) technique. Gumbel distribution functions were applied to estimate expected return period and probability of extreme rainfall event. For annual daily maximum, the maximum depth at Kemaman, Dungun, Marang, Hulu Terengganu, Kuala Terengganu, Setiu and Besut are 363.96mm 477.54mm, 332.45mm, 303.68mm, 347.85, 547.00mm and 398.44mm, respectively. For annual monthly maximum, the maximum depth at Kemaman, Dungun, Marang, Hulu Terengganu, Kuala Terngganu, Setiu and Besut are, 926.89mm, 826.65mm, 969.77mm, 982.86mm, 1005.00mm, 1079.45mm and 1216.51mm, respectively. Meanwhile, for annual maximum rainfall, the maximum depth at Kemaman, Dungun, Marang, Hulu Terengganu, Kuala Terengganu, Setiu and Besut are 3767.97mm, 4642.43mm, 7065.96mm, 6733.18mm, 6342.88mm, 4707.01mm and 4187.03mm. From Gumble distribution, estimate extreme daily rainfall, probability and return period for 25 years in Kemaman, Dungun, Hulu Terengganu, Marang, Kuala Terengganu, Setiu and Besut are 546.52mm, 556.13mm, 2666mm, 475.4mm, 496.27mm, 551.10mm and 551.10mm. Meanwhile, the return period for 50 years in Kemaman, Dungun, Hulu Terengganu, Marang, Kuala Terengganu, Setiu and Besut are 632.93mm, 623.27mm, 5187.00mm, 545.93mm, 571.61mm, 635.28mm and 635.28mm. Lastly, the return period for 100 years in Kemaman, Dungun, Hulu Terengganu, Marang, Kuala Terengganu, Setiu and Besut are 179.33mm, 730.41mm, 10230.00mm, 616.46mm, 626.95mm, 719.45mm and 719.45mm. Based on the results acquired, every town has a daily estimate extreme rainfall; probability and return period are different. These results may help planning future development 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12144/1/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12144/2/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12144/3/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29%20-%20CHAP%203.pdf Nur Azira Ayuni, Ab Aziz (2015) Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92073&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 Azira Ayuni, Ab Aziz
Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia
description Recently, major cities in Terengganu have been affected by problems related to flooding incident. Meanwhile, extreme rainfall during northeast monsoon caused overflowing of Terengganu River and flooding, which cause a lot of destruction of house and property. The main objective of this study is to assess the variability of annual daily maximum rainfall. Tropical Rainfall Measuring Mission (TRMM) satellite-based rainfalls from public domain were used in this study. The daily satellite-based rainfall data for each major cities in Terengganu were retrieved using Geographical Information System (GIS) technique. Gumbel distribution functions were applied to estimate expected return period and probability of extreme rainfall event. For annual daily maximum, the maximum depth at Kemaman, Dungun, Marang, Hulu Terengganu, Kuala Terengganu, Setiu and Besut are 363.96mm 477.54mm, 332.45mm, 303.68mm, 347.85, 547.00mm and 398.44mm, respectively. For annual monthly maximum, the maximum depth at Kemaman, Dungun, Marang, Hulu Terengganu, Kuala Terngganu, Setiu and Besut are, 926.89mm, 826.65mm, 969.77mm, 982.86mm, 1005.00mm, 1079.45mm and 1216.51mm, respectively. Meanwhile, for annual maximum rainfall, the maximum depth at Kemaman, Dungun, Marang, Hulu Terengganu, Kuala Terengganu, Setiu and Besut are 3767.97mm, 4642.43mm, 7065.96mm, 6733.18mm, 6342.88mm, 4707.01mm and 4187.03mm. From Gumble distribution, estimate extreme daily rainfall, probability and return period for 25 years in Kemaman, Dungun, Hulu Terengganu, Marang, Kuala Terengganu, Setiu and Besut are 546.52mm, 556.13mm, 2666mm, 475.4mm, 496.27mm, 551.10mm and 551.10mm. Meanwhile, the return period for 50 years in Kemaman, Dungun, Hulu Terengganu, Marang, Kuala Terengganu, Setiu and Besut are 632.93mm, 623.27mm, 5187.00mm, 545.93mm, 571.61mm, 635.28mm and 635.28mm. Lastly, the return period for 100 years in Kemaman, Dungun, Hulu Terengganu, Marang, Kuala Terengganu, Setiu and Besut are 179.33mm, 730.41mm, 10230.00mm, 616.46mm, 626.95mm, 719.45mm and 719.45mm. Based on the results acquired, every town has a daily estimate extreme rainfall; probability and return period are different. These results may help planning future development
format Undergraduates Project Papers
author Nur Azira Ayuni, Ab Aziz
author_facet Nur Azira Ayuni, Ab Aziz
author_sort Nur Azira Ayuni, Ab Aziz
title Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia
title_short Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia
title_full Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia
title_fullStr Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia
title_full_unstemmed Assessment variability of annual daily maximum rainfall of Terengganu, Malaysia
title_sort assessment variability of annual daily maximum rainfall of terengganu, malaysia
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12144/
http://umpir.ump.edu.my/id/eprint/12144/
http://umpir.ump.edu.my/id/eprint/12144/1/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29.pdf
http://umpir.ump.edu.my/id/eprint/12144/2/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/12144/3/FKASA-%20NUR%20AZIRA%20AYUNI%20BT%20AB%20AZIZ%20%28CD9220%29%20-%20CHAP%203.pdf
first_indexed 2023-09-18T22:13:28Z
last_indexed 2023-09-18T22:13:28Z
_version_ 1777415181762035712