Multi criteria analysis for flood hazard mapping using GIS techniques: a case study of Ghaghara River basin in Uttar Pradesh, India

2021 ◽  
Vol 14 (8) ◽  
Author(s):  
Ajay Kumar Arya ◽  
Ajay Pratap Singh
2015 ◽  
Vol 8 (3) ◽  
pp. 195-204 ◽  
Author(s):  
Da-wei Zhang ◽  
Jin Quan ◽  
Hong-bin Zhang ◽  
Fan Wang ◽  
Hong Wang ◽  
...  

2019 ◽  
Vol 67 (5) ◽  
pp. 1435-1449 ◽  
Author(s):  
Mehdi Sepehri ◽  
Hossein Malekinezhad ◽  
Seyed Zeynalabedin Hosseini ◽  
Ali Reza Ildoromi

2018 ◽  
Vol 13 (1) ◽  
pp. 14-21 ◽  
Author(s):  
Win Win Zin ◽  
Akiyuki Kawasaki ◽  
Wataru Takeuchi ◽  
Zin Mar Lar Tin San ◽  
Kyaw Zaya Htun ◽  
...  

Flood hazard mapping is an effective non-structural measure for sustainable urban planning, protecting human properties, lives, and disaster risk reduction. In this study, flood hazard assessment for the Bago river basin was performed. The flood inundation map of the Bago river basin was developed by coupling a hydrological and hydraulic model with geographical information systems. Flood hazard maps with different return periods were developed. The flood hazard map can be utilized to enhance the effectiveness of disaster risk management activities.


2019 ◽  
Vol 5 (4) ◽  
pp. 1265-1281 ◽  
Author(s):  
Saowanit Prabnakorn ◽  
F. X. Suryadi ◽  
Jongkon Chongwilaikasem ◽  
Charlotte de Fraiture

2016 ◽  
Vol 8 (2) ◽  
pp. 792-802 ◽  
Author(s):  
Shivaprasad Sharma SV ◽  
Parth Sarathi Roy ◽  
Chakravarthi V ◽  
Srinivasarao G ◽  
Bhanumurthy V

2021 ◽  
Vol 56 (3) ◽  
pp. 501-516
Author(s):  
Ana Alice Rodrigues Dantas ◽  
Adriano Rolim Paz

The flood hazard mapping in a river basin is crucial for flooding risk management, mitigation strategies, and flood forecasting and warning systems, among other benefits. One approach for this mapping is based on the HAND (Height Above Nearest Drainage) terrain descriptor, directly derived from the Digital Elevation Model (DEM), in which each pixel represents the elevation difference of this point in relation to the river drainage network to which it is connected. Considering the Mamanguape river basin (3,522.7 km²; state of Paraíba, Brazil) as the study location, the present research applied this method and verified it as for five aspects: consideration of a spatially variable minimum drainage area for denoting the river drainage initiation; the impact of considering a depressionless DEM; evaluation of hydrostatic condition; effect of incorporating an existing river vector network; and comparative analysis of basin morphology regarding longitudinal river profiles. According to the results, adopting a uniform minimum drainage area for the river network initiation is a simplification that should be avoided, using a spatially variable approach, which influences the amount and spatial distribution of flooded areas. Additionally, considering the depressionless DEM leads to higher values of HAND and to a smaller flooded area (difference ranging between 3% and 99%), when compared with the use of DEM with depression, despite 3.1% of the pixels representing depressions. The use of the depressionless DEM is recommended, whereas the DEM pre-processing by incorporating a vector network (stream burning) generates dubious results regarding the relation between HAND and the morphological pattern presented in the DEM. Moreover, the estimation of flooded areas based on HAND does not guarantee the hydrostatic condition, but this disagreement comprises a negligible area for practical purposes.


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