Flood Modelling and Risk Analysis of Cinan Feizuo Flood Protection Area, Huaihe River Basin

Author:

Farooq Umar1,Taha Bakheit Taha Abubakr23ORCID,Tian Fuchang1ORCID,Yuan Ximin1,Ajmal Muhammad4ORCID,Ullah Irfan5ORCID,Ahmad Mahmood6ORCID

Affiliation:

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China

2. Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia

3. Department of Civil Engineering, Faculty of Engineering, Red Sea University, Port Sudan 36481, Sudan

4. Department of Agricultural Engineering, University of Engineering & Technology Peshawar, Peshawar 25120, Pakistan

5. College of Hydrology and Water Resources, Hohai University, Nanjing 210098, China

6. Department of Civil Engineering, University of Engineering and Technology Peshawar (Bannu Campus), Bannu 28100, Pakistan

Abstract

This study evaluated multiple aspects of flood risks and effects on the Cinan Feizuo flood protection area in the Huaihe River basin. Flooding remains a leading problem for infrastructure, especially in urban, residential areas of the region. Effective flood modeling for urbanized floodplains is challenging, but MIKE (ID-2D) is paramount for analyzing and quantifying the risk in the vulnerable region. The Saint-Venant equation and a one-dimensional (1D) MIKE 11 model were used to understand the flood dynamics in the Huaihe River, and a two-dimensional (2D) MIKE 21 model was applied to assess the risk in the Cinan Feizuo flood protection area. The finite volume method (FVM) was used for discrete grid problems, and the models were coupled through the weir equation to find the flow volume from the 1D domain to the 2D domain to investigate water level changes. Flood inundation maps were generated for the flood protection area. The maximum discharge, velocity, and submerged depth for 50- and 100-year flood events were assessed with flood risk. Chenbei indicated a high flood risk level in 50 to 100 years in which the water level exceeds a high level and inundates the maximum area with minimum time. Conversely, the 100-year flood inundation in the flood protection area was comparatively higher than the 50-year flood, with a lower time step. The risk analysis identified significant damage caused by the flood over the target regions. The findings of this study provide technical support for flood risk analysis and loss assessment within the flood protection area and have important reference values for regional flood control, disaster reduction decision making, and constructive planning.

Funder

Prince Sattam bin Abdulaziz University

Publisher

MDPI AG

Subject

Atmospheric Science,Environmental Science (miscellaneous)

Reference45 articles.

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