Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets

Digital elevation models (DEMs) are essential to provide continuous terrain elevation for water surface elevation (WSE) with a variety of horizontal and vertical accuracies in flood inundation modelling. The WSE forecasting depends on the appropriateness of the DEM data used. The comparative methodo...

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Published in:Lecture Notes in Civil Engineering
Main Author: Mokhtar E.S.; Pradhan B.; Ghazali A.H.; Shafri H.Z.M.
Format: Book chapter
Language:English
Published: Springer 2019
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060352215&doi=10.1007%2f978-981-10-8016-6_61&partnerID=40&md5=774c5a57d4193313189d9b3c02719006
id 2-s2.0-85060352215
spelling 2-s2.0-85060352215
Mokhtar E.S.; Pradhan B.; Ghazali A.H.; Shafri H.Z.M.
Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
2019
Lecture Notes in Civil Engineering
9

10.1007/978-981-10-8016-6_61
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060352215&doi=10.1007%2f978-981-10-8016-6_61&partnerID=40&md5=774c5a57d4193313189d9b3c02719006
Digital elevation models (DEMs) are essential to provide continuous terrain elevation for water surface elevation (WSE) with a variety of horizontal and vertical accuracies in flood inundation modelling. The WSE forecasting depends on the appropriateness of the DEM data used. The comparative methodology is applied to various DEM sources: LiDAR and IFSAR DEM based on different types of land use at each of the cross-sectional lines. The accuracy of the IFSAR DEMs was assessed with LiDAR data, which is a high-precision DEM and was applied in hydraulic modelling to simulate the WSE in Padang Terap, Kedah, Malaysia. Furthermore, Bjerklie’s model is used as predicted discharge to support the analysis. The relationship of the DEMs is established by natural logarithm (ln). Then, the equation is interpolated on the original and resampled IFSAR DEMs to improve the medium-resolution data for WSE delineation. Next, the WSE was validated with observed WSE obtained along the upstream (Kuala Nerang) to the downstream parts (Kampung Kubu) Kedah using R2, mean absolute error (MAE), and root-mean-square error (RMSE). By applying this method, the WSE can be improved by considering uncertainties and lead to produce a better flood hazard map using medium-high-resolution images. © Springer Nature Singapore Pte Ltd. 2019.
Springer
23662557
English
Book chapter

author Mokhtar E.S.; Pradhan B.; Ghazali A.H.; Shafri H.Z.M.
spellingShingle Mokhtar E.S.; Pradhan B.; Ghazali A.H.; Shafri H.Z.M.
Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
author_facet Mokhtar E.S.; Pradhan B.; Ghazali A.H.; Shafri H.Z.M.
author_sort Mokhtar E.S.; Pradhan B.; Ghazali A.H.; Shafri H.Z.M.
title Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
title_short Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
title_full Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
title_fullStr Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
title_full_unstemmed Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
title_sort Assessing vertical accuracy and the impact of water surface elevation from different DEM datasets
publishDate 2019
container_title Lecture Notes in Civil Engineering
container_volume 9
container_issue
doi_str_mv 10.1007/978-981-10-8016-6_61
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85060352215&doi=10.1007%2f978-981-10-8016-6_61&partnerID=40&md5=774c5a57d4193313189d9b3c02719006
description Digital elevation models (DEMs) are essential to provide continuous terrain elevation for water surface elevation (WSE) with a variety of horizontal and vertical accuracies in flood inundation modelling. The WSE forecasting depends on the appropriateness of the DEM data used. The comparative methodology is applied to various DEM sources: LiDAR and IFSAR DEM based on different types of land use at each of the cross-sectional lines. The accuracy of the IFSAR DEMs was assessed with LiDAR data, which is a high-precision DEM and was applied in hydraulic modelling to simulate the WSE in Padang Terap, Kedah, Malaysia. Furthermore, Bjerklie’s model is used as predicted discharge to support the analysis. The relationship of the DEMs is established by natural logarithm (ln). Then, the equation is interpolated on the original and resampled IFSAR DEMs to improve the medium-resolution data for WSE delineation. Next, the WSE was validated with observed WSE obtained along the upstream (Kuala Nerang) to the downstream parts (Kampung Kubu) Kedah using R2, mean absolute error (MAE), and root-mean-square error (RMSE). By applying this method, the WSE can be improved by considering uncertainties and lead to produce a better flood hazard map using medium-high-resolution images. © Springer Nature Singapore Pte Ltd. 2019.
publisher Springer
issn 23662557
language English
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