Threshold-controlled flood risk response to extreme dam releases in a regulated nile river reach

Abstract Flood risk in regulated rivers is strongly influenced by dam operations, particularly under extreme release scenarios. This study applies a two-dimensional hydrodynamic model to assess flood hazard and infrastructure vulnerability along a Nile River reach between the Aswan High Dam and the Esna Barrage under discharge conditions of 3500–11,500 m³/s. Results reveal a distinctly nonlinear hydraulic response governed by a critical threshold of approximately 5800 m³/s. Below this threshold; flow remains largely confined within the main channel with limited floodplain interaction. Once exceeded, the system transitions abruptly to a floodplain-dominated regime, characterized by rapid inundation expansion, enhanced lateral connectivity, and significant increases in flow depth and velocity. This behaviour is strongly influenced by floodplain topography, where low-gradient areas enable substantial horizontal expansion of inundation. Infrastructure analysis shows threshold-controlled vulnerability, with a sharp increase in pump station failures once water levels exceed critical elevations. These findings highlight the importance of threshold-based flood dynamics for improving flood risk assessment and dam operation in regulated river systems.

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Publication Details

Journal
Journal of King Saud University - Engineering Sciences
Published
2026-07-28
DOI
https://doi.org/10.1007/s44444-026-00122-1
Primary Topic
Flood Risk Assessment and Management
Type
article
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article

Threshold-controlled flood risk response to extreme dam releases in a regulated nile river reach

Heba Elsersawy, Fatma Samir
Journal of King Saud University - Engineering Sciences
Flood Risk Assessment and Management
article

Threshold-controlled flood risk response to extreme dam releases in a regulated nile river reach

Heba Elsersawy, Fatma Samir
article en

Abstract

Abstract Flood risk in regulated rivers is strongly influenced by dam operations, particularly under extreme release scenarios. This study applies a two-dimensional hydrodynamic model to assess flood hazard and infrastructure vulnerability along a Nile River reach between the Aswan High Dam and the Esna Barrage under discharge conditions of 3500–11,500 m³/s. Results reveal a distinctly nonlinear hydraulic response governed by a critical threshold of approximately 5800 m³/s. Below this threshold; flow remains largely confined within the main channel with limited floodplain interaction. Once exceeded, the system transitions abruptly to a floodplain-dominated regime, characterized by rapid inundation expansion, enhanced lateral connectivity, and significant increases in flow depth and velocity. This behaviour is strongly influenced by floodplain topography, where low-gradient areas enable substantial horizontal expansion of inundation. Infrastructure analysis shows threshold-controlled vulnerability, with a sharp increase in pump station failures once water levels exceed critical elevations. These findings highlight the importance of threshold-based flood dynamics for improving flood risk assessment and dam operation in regulated river systems.

Journal of King Saud University - Engineering SciencesVol. 38(6)
National Research Centre (EG), National Water Research Center (EG), Nile University (EG)
Openalex Percentile: Top 10%
Flood Risk Assessment and Management
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