Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman

In the years 2010, the heavy flood are hit two state which is Kedah and Perlis cause form heavy rainfall occur October until December. Padang Terap, Kedah was chose as thedominion research because that area are affected worth cause heavy flood duringNovember 2010. The aim of this study is (1) To gen...

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Main Author:	Rossman, Muhammad Haziq
Format:	Thesis
Language:	English
Published:	2020
Subjects:	GA Mathematical geography Cartography GA Mathematical geography. Cartography
Online Access:	https://ir.uitm.edu.my/id/eprint/28733/1/TD_MUHAMMAD%20HAZIQ%20ROSSMAN%20AP%20R%2019_5.pdf
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spelling	my-uitm-ir.287332020-03-11T06:43:40Z Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman 2020-03-06 Rossman, Muhammad Haziq GA Mathematical geography. Cartography TD Environmental technology. Sanitary engineering Treatment, purification, etc. In the years 2010, the heavy flood are hit two state which is Kedah and Perlis cause form heavy rainfall occur October until December. Padang Terap, Kedah was chose as thedominion research because that area are affected worth cause heavy flood duringNovember 2010. The aim of this study is (1) To generate flood inundation mapping using DEM data for calibrated and non-calibrated data, (2)To compare the flood depth betweenmanning ‘n’ value for calibrated and non-calibrated flood inundation mapping and (3)Tovalidate calibrated and non-calibrated manning ‘n’ value flood inundation mapping withground truth data. HEC-GeoRAS is the software are used to perform river analysis.Steady flow that perform on HECRAS software to generate flood inundation by certainparameter that used which is channel and flood plain of manning ‘n’ value. Five intervalcross section which is 100m 200m 300m 400m and 500m running for each calibrate andnon-calibrate flood inundation mapping. The result indicated the flood inundationmapping for each five cross section base discharge and manning ‘n’ value. Water Surface Elevation elaborated by comparison observation and predicted result. RMSE and MAE result for validated the flood depth calibrate and non-calibrate flood inundation mapping. Comparison flood area coverage between predicted by model and ground truth data. Theresult of this study will benefit by provide real able and meaningful information relate toflood. 2020-03 Thesis https://ir.uitm.edu.my/id/eprint/28733/ https://ir.uitm.edu.my/id/eprint/28733/1/TD_MUHAMMAD%20HAZIQ%20ROSSMAN%20AP%20R%2019_5.pdf text en public degree Universiti Teknologi Mara, Perlis Faculty of Architecture, Planning and Surverying
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
topic	GA Mathematical geography Cartography GA Mathematical geography Cartography GA Mathematical geography. Cartography
spellingShingle	GA Mathematical geography Cartography GA Mathematical geography Cartography GA Mathematical geography. Cartography Rossman, Muhammad Haziq Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman
description	In the years 2010, the heavy flood are hit two state which is Kedah and Perlis cause form heavy rainfall occur October until December. Padang Terap, Kedah was chose as thedominion research because that area are affected worth cause heavy flood duringNovember 2010. The aim of this study is (1) To generate flood inundation mapping using DEM data for calibrated and non-calibrated data, (2)To compare the flood depth betweenmanning ‘n’ value for calibrated and non-calibrated flood inundation mapping and (3)Tovalidate calibrated and non-calibrated manning ‘n’ value flood inundation mapping withground truth data. HEC-GeoRAS is the software are used to perform river analysis.Steady flow that perform on HECRAS software to generate flood inundation by certainparameter that used which is channel and flood plain of manning ‘n’ value. Five intervalcross section which is 100m 200m 300m 400m and 500m running for each calibrate andnon-calibrate flood inundation mapping. The result indicated the flood inundationmapping for each five cross section base discharge and manning ‘n’ value. Water Surface Elevation elaborated by comparison observation and predicted result. RMSE and MAE result for validated the flood depth calibrate and non-calibrate flood inundation mapping. Comparison flood area coverage between predicted by model and ground truth data. Theresult of this study will benefit by provide real able and meaningful information relate toflood.
format	Thesis
qualification_level	Bachelor degree
author	Rossman, Muhammad Haziq
author_facet	Rossman, Muhammad Haziq
author_sort	Rossman, Muhammad Haziq
title	Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman
title_short	Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman
title_full	Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman
title_fullStr	Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman
title_full_unstemmed	Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman
title_sort	comparison between calibrate and non-calibrate manning ‘n’ value for flood inundation mapping / muhammad haziq rossman
granting_institution	Universiti Teknologi Mara, Perlis
granting_department	Faculty of Architecture, Planning and Surverying
publishDate	2020
url	https://ir.uitm.edu.my/id/eprint/28733/1/TD_MUHAMMAD%20HAZIQ%20ROSSMAN%20AP%20R%2019_5.pdf
_version_	1783734073061015552

Comparison between calibrate and non-calibrate manning ‘N’ value for flood inundation mapping / Muhammad Haziq Rossman

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