Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures

In dam failure applications, the dam break mechanism and the outflow hydrograph are among the most uncertain factors. Therefore, 2D hydraulic modeling and analyzing dam failure scenarios, aiming to reduce uncertainties related to different failure mechanisms by creating 11 distinct scenarios, are carried out. During the modeling process, the interactions between the dam structure and the downstream flow area were evaluated through two-dimensional analyses, incorporating various failure types such as "overtopping" and "piping." According to the analysis results, peak flow rates varied between 6,510.06 m³/s and 33,004.04 m³/s depending on the scenario, while the time to reach peak flow ranged from 18 to 91 minutes. It aims to provide a negative backpressure of the hydraulic behavior of dam failures, contributing to risk management and emergency planning while offering critical insights to enhance safety factors in dam design.

Authors

Publication Details

Journal
DergiPark (Istanbul University)
Published
2025-05-05
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures

Hasan Oğulcan Marangoz, Tuğçe Anılan
DergiPark (Istanbul University)
Hydraulic flow and structures
article

Scenario-Based Analysis of Reverse Flow and Hydraulic Backwater Effects on Dam Failures

Hasan Oğulcan Marangoz, Tuğçe Anılan
article en

Abstract

In dam failure applications, the dam break mechanism and the outflow hydrograph are among the most uncertain factors. Therefore, 2D hydraulic modeling and analyzing dam failure scenarios, aiming to reduce uncertainties related to different failure mechanisms by creating 11 distinct scenarios, are carried out. During the modeling process, the interactions between the dam structure and the downstream flow area were evaluated through two-dimensional analyses, incorporating various failure types such as "overtopping" and "piping." According to the analysis results, peak flow rates varied between 6,510.06 m³/s and 33,004.04 m³/s depending on the scenario, while the time to reach peak flow ranged from 18 to 91 minutes. It aims to provide a negative backpressure of the hydraulic behavior of dam failures, contributing to risk management and emergency planning while offering critical insights to enhance safety factors in dam design.

DergiPark (Istanbul University)
Openalex Percentile: Top 70%
Hydraulic flow and structures
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.