Modeling and Risk Analysis of Dam-Break Flooding in a Semi-Arid Montane Watershed: A Case Study of the Yabous Dam, Northeastern Algeria

• Published in: Water (Basel) 2022-03, Vol.14 (5), p.767
• Main Authors: Gaagai, Aissam, Aouissi, Hani Amir, Krauklis, Andrey E., Burlakovs, Juris, Athamena, Ali, Zekker, Ivar, Boudoukha, Abderrahmane, Benaabidate, Lahcen, Chenchouni, Haroun
• Format: Article
• Language: English
• Subjects: Algeria; Case studies; Climate change; Dam failure; Dams; Decision making; Downstream; Embankment dams; Failure; Flood mapping; Flood waves; Flooding; Floods; Geographic information systems; Geometry; Hydraulic models; Hydraulics; Influence; Maximum flow; Modelling; Parameter sensitivity; Propagation; Rain and rainfall; Rainfall; Risk analysis; Risk assessment; Sensitivity analysis; Simulation; Wave propagation
• ISSN: 2073-4441; 2073-4441
• DOI: 10.3390/w14050767

The risk related to embankment dam breaches needs to be evaluated in order to prepare emergency action plans. The physical and hydrodynamic parameters of the flood wave generated from the dam failure event correspond to various breach parameters, such as width, slope, and formation time. This study aimed to simulate the dam breach failure scenario of the Yabous dam (northeast Algeria) and analyze its influence on the related areas (urban and natural environments) downstream of the dam. The simulation was completed using the sensitivity analysis method to assess the impact of breach parameters and flooding on the dam break scenario. The flood wave propagation associated with the dam break was simulated using the one-dimensional HEC-RAS hydraulic model. This study applied a sensitivity analysis of three breach parameters (slope, width, and formation time) on five sites selected downstream of the embankment dam. The simulation showed that the maximum flow of the flood wave recorded at the level of the breach was 8768 m3/s, which gradually attenuated along the river course to reach 1972.7 m3/s at about 8.5 km downstream the dam. This study established the map of flood risk areas that illustrated zones threatened by the flooding wave triggered by the dam failure due to extreme rainfall events. The sensitivity analysis showed that flood wave flow, height, and width revealed positive and similar changes for the increases in adjustments (±25% and ±50%) of breach width and slope in the five sites. However, flood wave parameters of breach formation time showed significant trends that changed in the opposite direction compared to breach slope and width. Meanwhile, the adjustments (±25% and ±50%) of the flood hydrograph did not significantly influence the flood parameters downstream of the dam. In the present study, the HEC-RAS 1-D modeling demonstrated effectiveness in simulating the propagation of flood waves downstream of the dam in the event of dam failure and highlighted the impact of the breach parameters and the flood hydrographical pattern on flood wave parameters.