Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed

This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three...
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Gespeichert in:

Autor*in:	Kusumastuti D.I. [verfasserIn] Jokowinarno D. [verfasserIn] van Rafi’i C.H. [verfasserIn] Yuniarti F. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch ; Indonesisch

Erschienen:	2016

Schlagwörter:	Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution

Übergeordnetes Werk:	In: Civil Engineering Dimension - Petra Christian University, 2009, 18(2016), 1, Seite 31-37
Übergeordnetes Werk:	volume:18 ; year:2016 ; number:1 ; pages:31-37

Links:	Link aufrufen Link aufrufen Journal toc Journal toc

Katalog-ID:	DOAJ038175819

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520			\|a This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed.
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allfields	(DE-627)DOAJ038175819 (DE-599)DOAJ59d2aede421342b79ccd290ab3dca08b DE-627 ger DE-627 rakwb eng ind TA1-2040 Kusumastuti D.I. verfasserin aut Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed. Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution Engineering (General). Civil engineering (General) Jokowinarno D. verfasserin aut van Rafi’i C.H. verfasserin aut Yuniarti F. verfasserin aut In Civil Engineering Dimension Petra Christian University, 2009 18(2016), 1, Seite 31-37 (DE-627)609401416 (DE-600)2515197-6 1979570X nnns volume:18 year:2016 number:1 pages:31-37 https://doaj.org/article/59d2aede421342b79ccd290ab3dca08b kostenfrei http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19538 kostenfrei https://doaj.org/toc/1410-9530 Journal toc kostenfrei https://doaj.org/toc/1979-570X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2016 1 31-37
spelling	(DE-627)DOAJ038175819 (DE-599)DOAJ59d2aede421342b79ccd290ab3dca08b DE-627 ger DE-627 rakwb eng ind TA1-2040 Kusumastuti D.I. verfasserin aut Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed. Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution Engineering (General). Civil engineering (General) Jokowinarno D. verfasserin aut van Rafi’i C.H. verfasserin aut Yuniarti F. verfasserin aut In Civil Engineering Dimension Petra Christian University, 2009 18(2016), 1, Seite 31-37 (DE-627)609401416 (DE-600)2515197-6 1979570X nnns volume:18 year:2016 number:1 pages:31-37 https://doaj.org/article/59d2aede421342b79ccd290ab3dca08b kostenfrei http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19538 kostenfrei https://doaj.org/toc/1410-9530 Journal toc kostenfrei https://doaj.org/toc/1979-570X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2016 1 31-37
allfields_unstemmed	(DE-627)DOAJ038175819 (DE-599)DOAJ59d2aede421342b79ccd290ab3dca08b DE-627 ger DE-627 rakwb eng ind TA1-2040 Kusumastuti D.I. verfasserin aut Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed. Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution Engineering (General). Civil engineering (General) Jokowinarno D. verfasserin aut van Rafi’i C.H. verfasserin aut Yuniarti F. verfasserin aut In Civil Engineering Dimension Petra Christian University, 2009 18(2016), 1, Seite 31-37 (DE-627)609401416 (DE-600)2515197-6 1979570X nnns volume:18 year:2016 number:1 pages:31-37 https://doaj.org/article/59d2aede421342b79ccd290ab3dca08b kostenfrei http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19538 kostenfrei https://doaj.org/toc/1410-9530 Journal toc kostenfrei https://doaj.org/toc/1979-570X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2016 1 31-37
allfieldsGer	(DE-627)DOAJ038175819 (DE-599)DOAJ59d2aede421342b79ccd290ab3dca08b DE-627 ger DE-627 rakwb eng ind TA1-2040 Kusumastuti D.I. verfasserin aut Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed. Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution Engineering (General). Civil engineering (General) Jokowinarno D. verfasserin aut van Rafi’i C.H. verfasserin aut Yuniarti F. verfasserin aut In Civil Engineering Dimension Petra Christian University, 2009 18(2016), 1, Seite 31-37 (DE-627)609401416 (DE-600)2515197-6 1979570X nnns volume:18 year:2016 number:1 pages:31-37 https://doaj.org/article/59d2aede421342b79ccd290ab3dca08b kostenfrei http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19538 kostenfrei https://doaj.org/toc/1410-9530 Journal toc kostenfrei https://doaj.org/toc/1979-570X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2016 1 31-37
allfieldsSound	(DE-627)DOAJ038175819 (DE-599)DOAJ59d2aede421342b79ccd290ab3dca08b DE-627 ger DE-627 rakwb eng ind TA1-2040 Kusumastuti D.I. verfasserin aut Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed. Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution Engineering (General). Civil engineering (General) Jokowinarno D. verfasserin aut van Rafi’i C.H. verfasserin aut Yuniarti F. verfasserin aut In Civil Engineering Dimension Petra Christian University, 2009 18(2016), 1, Seite 31-37 (DE-627)609401416 (DE-600)2515197-6 1979570X nnns volume:18 year:2016 number:1 pages:31-37 https://doaj.org/article/59d2aede421342b79ccd290ab3dca08b kostenfrei http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/19538 kostenfrei https://doaj.org/toc/1410-9530 Journal toc kostenfrei https://doaj.org/toc/1979-570X Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 18 2016 1 31-37
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callnumber-first	T - Technology
author	Kusumastuti D.I.
spellingShingle	Kusumastuti D.I. misc TA1-2040 misc Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution misc Engineering (General). Civil engineering (General) Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed
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topic_title	TA1-2040 Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution
topic	misc TA1-2040 misc Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution misc Engineering (General). Civil engineering (General)
topic_unstemmed	misc TA1-2040 misc Design rainfall intensity; flood hydrograph; flood peak; rainfall intensity distribution misc Engineering (General). Civil engineering (General)
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title	Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed
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title_full	Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed
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title_sort	analysis of rainfall characteristicsfor flood estimation in way awi watershed
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title_auth	Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed
abstract	This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed.
abstractGer	This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed.
abstract_unstemmed	This study investigates rainfall intensity distribution in Way Awi watershed located in Bandar Lampung, and how their impacts on flood peak and flood hydrographs. Hourly rainfall data is examined to obtain design rainfall intensity and rainfall intensity distribution at rainfall duration from three to eight hours. Rainfall-runoff model, i.e. Rational method is used to calculate flood peak while unit hydrograph method is used to develop flood hydrograph. This study shows that in Way Awi watershed 88.3% to 96.4% of 24-hour rain occurs in three to eight hour durations. In addition, rainfall with three hour duration generates the highest flood peak, followed by four hour duration rainfall. When rainfall duration and design rainfall intensity are the same but rainfall intensity distribution is different, generated flood hydrograph may have different flood peak magnitude and timing. Result of this study is useful for flood analysis and mitigation in Way Awi watershed.
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title_short	Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed
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Analysis of Rainfall Characteristicsfor Flood Estimation in Way Awi Watershed

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