A Data-driven, Probabilistic, Multiple Return Period Method of Flood Depth Estimation

2021 ◽  
Author(s):  
Rubayet Bin Mostafiz ◽  
Carol Friedland ◽  
Md Adilur Rahim ◽  
Robert Rohli ◽  
Nazla Bushra
2018 ◽  
Author(s):  
Fabio Cian ◽  
Mattia Marconcini ◽  
Pietro Ceccato ◽  
Carlo Giupponi

Abstract. When floods hit inhabited areas, great losses are usually registered both in terms of impacts on people (i.e., fatalities and injuries) as well as economic impacts on urban areas, commercial and productive sites, infrastructures and agriculture. To properly assess these, several parameters are needed among which flood depth is one of the most important as it governs the models used to compute damages in economic terms. This paper presents a simple yet effective semi-automatic approach for deriving very precise inundation depth. First, precise flood extent is derived employing a change detection approach based on the Normalized Difference Flood Index computed from high resolution Synthetic Aperture Radar imagery. Second, by means of a high-resolution Light Detection And Ranging Digital Elevation Model, water surface elevation is estimated through a statistical analysis of terrain elevation along the boundary lines of the identified flooded areas. Experimental results and quality assessment are given for the flood occurred in the Veneto region, North-Eastern Italy, in 2010. In particular, the method proved fast and robust and, compared to hydrodynamic models, it requires sensibly less input information.


ACS Photonics ◽  
2020 ◽  
Vol 7 (11) ◽  
pp. 3003-3014
Author(s):  
Dandan Zhang ◽  
Frank P.-W. Lo ◽  
Jian-Qing Zheng ◽  
Wenjia Bai ◽  
Guang-Zhong Yang ◽  
...  
Keyword(s):  

2019 ◽  
Vol 5 (1) ◽  
pp. 65
Author(s):  
Supriyono Supriyono

Gunting River which is located in Jombang Regency of East Java Province, Indonesia encounters frequent flood event almost every year. It causes many problems in transportation, health, and economic activity. Thus, flood control which has been implemented in this area needs to evaluate. Design flood was analyzed using HEC-HMS 4.0 Software, while the hydraulic modeling used the unsteady flow simulation model by HEC-RAS 5.0.3 Software. The flood control simulation was conducted with 2 and 10-years return period. The simulation results with the normalization for 2-years (Q2) and 10-years return period (Q10) can effectively accommodate the exceed of flood discharge and lower the depth of runoff depth. The combination of normalization and embankment for can drain the maximum discharge up to 508.75 m3/s, and decrease run-off depth of 2.65 m. The land conservation of 17.8 km2 of the upper area in the watershed has lower the flood depth up to 0.16 m.


2015 ◽  
Vol 24 (12) ◽  
pp. 5953-5966 ◽  
Author(s):  
Sunghwan Choi ◽  
Dongbo Min ◽  
Bumsub Ham ◽  
Youngjung Kim ◽  
Changjae Oh ◽  
...  

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