Mapping flood inundation areas using GIS and HEC-RAS model at Fetam River, Upper Abbay Basin, Ethiopia

被引:31
作者
Desalegn, Hunegnaw [1 ]
Mulu, Arega [1 ]
机构
[1] Debre Markos Univ, Technol Inst, Dept Hydraul & Water Resources Engn, Debre Marqos, Ethiopia
关键词
Inundation map; HEC-RAS model; GIS; DEM; Return period; HAZARD; CITY;
D O I
10.1016/j.sciaf.2021.e00834
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Flood occurs due to rapid population growth, land degradation, and climate change, and causes harmful damages to human beings and properties. This can be minimized by giving attention to flood risk measures. One of these measures is inundating flood hazard areas. Therefore, this study was conducted to map flood inundation areas along the Fetam River using GIS and HEC_RAS. Flood inundation mapping is used to define the zones which are more susceptible to flood along the river when the release of a stream surpasses the bank-full stage along the river. Using the past data on river banks and the release of earlier floods besides topographic data, maps were made to illustrate areas predictable to be covered with the flood for different releases. The flooded areas on Fetam River have been represented depending on 5% incidence peak flows for different reoccurrence eras using the HEC-RAS model, GIS for spatial data handling, and HEC-GeoRAS for interfacing among HECRAS and GIS. These critical floods were damaging the areas around Fetam River, which is hazardous to social and economic growth due to loss of lives and destruction of properties. Built-up areas and agricultural fields are located along the river banks and are highly susceptible to flooding. The inundated areas were particularly high from Abaya Kalo, Achigi, and Denbun kebeles for all return periods. These flooded areas along the side of the Fetam River are 27.31, 24.85, 20.47, 17.34, and 13.78 km2 for 100, 50, 25, 10, and 5 years return periods, respectively. Generally, this study discovered that flooded areas in the upstream and middle parts of Fetam River are high as related to the downstream parts. (C) 2021 The Author(s). Published by Elsevier B.V. on behalf of African Institute of Mathematical Sciences / Next Einstein Initiative.
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页数:13
相关论文
共 26 条
[1]  
Ackerman C.T., 2009, HEC-GeoRAS-GIS tools for support of HEC-RAS using ArcGIS, Users manual, P4
[2]  
Ackerman C.T, 2005, GIS TOOLS SUPPORT HE
[3]  
Adewumi J.R., 2016, Journal of Applied Science and Process Engineering, V3, P34, DOI DOI 10.33736/JASPE.173.2016
[4]   Application of remote sensing and GIS-based hydrological modelling for flood risk analysis: a case study of District 8, Ho Chi Minh city, Vietnam [J].
An Thi Ngoc Dang ;
Kumar, Lalit .
GEOMATICS NATURAL HAZARDS & RISK, 2017, 8 (02) :1792-1811
[5]  
[Anonymous], 1967, ROUGHNESS CHARACTERI
[6]  
Brunner P, 2013, ADV HYDROLOGICAL ENG
[7]  
Chow V.T, 1954, P AM SOC CIVIL ENG, P80
[8]   Selection of Hydrological Probability Distributions for Extreme Rainfall Events in the Regions of Colombia [J].
Coronado-Hernandez, Oscar E. ;
Merlano-Sabalza, Ernesto ;
Diaz-Vergara, Zaid ;
Coronado-Hernandez, Jairo R. .
WATER, 2020, 12 (05)
[9]   Content analyses of the international federation of red cross and red crescent societies (ifrc) based on machine learning techniques through twitter [J].
Dereli, Turkay ;
Eliguzel, Nazmiye ;
Cetinkaya, Cihan .
NATURAL HAZARDS, 2021, 106 (03) :2025-2045
[10]   Flood vulnerability assessment using GIS at Fetam watershed, upper Abbay basin, Ethiopia [J].
Desalegn, Hunegnaw ;
Mulu, Arega .
HELIYON, 2021, 7 (01)