Three-Dimensional Numerical Modelling of Real-Field Dam-Break Flows: Review and Recent Advances

Article Water Resources

Probabilistic mapping and sensitivity assessment of dam-break flood hazard

Carmine Rizzo et al.

Summary: A probabilistic method is proposed to quantitatively assess dam-break flood hazard, taking into account different breach widths and reservoir levels. This provides an appraisal of uncertainties in flood hazard indicators.

HYDROLOGICAL SCIENCES JOURNAL (2023)

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Article Engineering, Civil

High-resolution 2D shallow water modelling of dam failure floods for emergency action plans

Alessia Ferrari et al.

Summary: This paper presents a procedure that uses high-resolution shallow water modeling to assess dam-failure hypothetical scenarios in order to design emergency action plans. Accurately predicting the areas flooded by such catastrophic events, in terms of timing and magnitude, is crucial for emergency planning. The proposed procedure utilizes a parallel two-dimensional shallow water numerical model that reduces computational time and maintains the accuracy of the governing equations. Criteria for selecting the numerical model, input data, and initial conditions are analyzed in detail. The procedure is applied to model flooding scenarios caused by the failure of two dams in northern Italy, built for irrigation and flood mitigation purposes, respectively.

JOURNAL OF HYDROLOGY (2023)

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Review Environmental Sciences

Quantitative flood hazard assessment methods: A review

Andrea Maranzoni et al.

Summary: This article provides a systematic review of quantitative methods for flood hazard assessment and compares different flood hazard classification methods. It also discusses the future prospects and challenges in quantitative flood hazard analysis.

JOURNAL OF FLOOD RISK MANAGEMENT (2023)

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Article Engineering, Marine

2D and 3D numerical simulations of dam-break flow problem with RANS, DES, and LES

Oguz Simsek et al.

Summary: In this study, dam-break flows on different downstream/upstream water depth ratios and obstacle shapes are modeled using 2D and 3D numerical simulations. The Finite Volume Method is applied for governing equations and the Volume of Fluid method is used for calculating the water-air interfaces. Four turbulence models (RNG, SST, DES, LES) are employed for the simulations. Comparison with experimental results shows that DES is more successful for all depth ratios, while SST performs better for triangular and trapezoidal obstacles. The 3D LES model is found to be more compatible with experimental water surface profiles compared to the other models. Overall, turbulence models considering strain tensor are successful in modeling dam-break propagation waves.

OCEAN ENGINEERING (2023)

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Article Engineering, Civil

Three-Dimensional Numerical Study of Dam-Break Flood Impacting Problem with VOF Method and Different Turbulence Closures

Ling Peng et al.

Summary: This study conducted three-dimensional numerical simulations for three typical laboratory experiments to analyze the hydrodynamic impact of flash flood events. The numerical model provided satisfactory predictions of water depth and hydrodynamic load, which were in great agreement with the experimental data.

WATER RESOURCES MANAGEMENT (2023)

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Article Environmental Sciences

Numerical Simulation of Two-Dimensional Dam Failure and Free-Side Deformation Flow Studies

Haoyu Jiang et al.

Summary: This study investigates the interaction between barriers of various forms and the dam failure flow using a two-dimensional numerical model. The findings reveal that different forms of obstacles can obstruct the dam break's water flow to different degrees, and the viscous dissipation characteristic of the water body at the edge of the obstacle is closely related to the slope of the site. The numerical simulation presented in this study is validated and accurate for both the gate-pulling and downstream wet-bed scenarios.

WATER (2023)

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Review Environmental Sciences

Review of Experimental Investigations of Dam-Break Flows over Fixed Bottom

Francesca Aureli et al.

Summary: Laboratory experiments of dam-break flows are widely used to investigate geophysical flows involving flood waves. These experiments provide valuable data for validating numerical models and offer insights into the physics of the process. However, there is a lack of systematic reviews on laboratory investigations and existing datasets of dam-break flows.

WATER (2023)

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Article Engineering, Civil

Variational Models for Nonhydrostatic Free-Surface Flow: A Unified Outlook to Maritime and Open-Channel Hydraulics Developments

Oscar Castro-Orgaz et al.

Summary: The computation of three-dimensional unsteady non-hydrostatic flows over large domains and/or for long simulation times is frequently conducted using approximate methods. In this work, a generalized framework for designing weighted-average residual equations for free-surface flow is presented based on the Kantorovich and Krylov method. The approach produces high-order models that exhibit more accurate wave dispersion properties compared to existing equations.

JOURNAL OF HYDRAULIC ENGINEERING (2023)

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Article Water Resources

New formulation of the two-dimensional steep-slope shallow water equations. Part II: Numerical modeling, validation, and application

Andrea Maranzoni et al.

Summary: Numerical models based on the two-dimensional shallow water equations (SWE) are commonly used for flood hazard assessment, but they may not be suitable for areas with large terrain slopes. Steep-slope shallow water equations (SSSWE) are theoretically more suitable as they do not introduce the restrictive assumption of small bottom slopes. In this study, a new formulation of the 2D SSSWE is proposed, and it is validated against experimental data. The results show that the SSSWE are more accurate in describing dam-break flows over steep topographies and predict less severe flooding with slower wave propagation compared to the conventional SWE when bottom slopes are relatively large.

ADVANCES IN WATER RESOURCES (2023)

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Review Engineering, Environmental

Geospatial modelling of floods: a literature review

Evangelina Avila-Aceves et al.

Summary: Floods are frequent and dangerous natural disasters globally, accounting for over 50% of recorded disasters from 1990 to 2020. The inadequate planning and economic circumstances of settlements in flood-prone areas are major contributors to this problem. Geospatial modelling, including hydrological and hydraulic models, GIS-based techniques, and machine learning algorithms, has been widely used for large-scale flood simulation in the past decade.

STOCHASTIC ENVIRONMENTAL RESEARCH AND RISK ASSESSMENT (2023)

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Review Water Resources

Comprehensive Overview of Flood Modeling Approaches: A Review of Recent Advances

Vijendra Kumar et al.

Summary: As one of nature's most destructive calamities, floods cause fatalities, property destruction, and infrastructure damage, affecting millions of people worldwide. Flood modeling, which can accurately anticipate and mitigate the effects of floods, is an important approach in flood control. This study provides a comprehensive summary of the current condition, problems, and future directions of flood modeling.

HYDROLOGY (2023)

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Review Mechanics

Flood Inundation Prediction

Paul D. Bates

Summary: This review examines recent progress in mapping flood risk areas by combining appropriate physics, efficient numerical algorithms, big data sources, and model automation frameworks. It discusses the fluid mechanics and models used to predict inundation, as well as the developments in the last five years that have led to the creation of the first true fluid mechanics models of flooding over the entire terrestrial land surface.

ANNUAL REVIEW OF FLUID MECHANICS (2022)

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Article Engineering, Environmental

Experimental and numerical investigations of a catastrophic tailings dam break in Daye, Hubei, China

Yu Zhuang et al.

Summary: This study investigates the rheological properties and evolutionary mechanism of a tailings dam break through numerical simulation and rheology tests. The selected model and parameters show good accuracy in simulating the tailings dam break, indicating the potential of improving hazard prediction for similar disasters.

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT (2022)

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Article Mechanics

Three-dimensional non-hydrostatic model for dam-break flows

Congfang Ai et al.

Summary: A three-dimensional non-hydrostatic model is proposed for simulating dam-break flows. The model is validated with physical experiments and demonstrates its capability to accurately resolve dam-break flows with complex geometries. The efficiency of the model is also evaluated.

PHYSICS OF FLUIDS (2022)

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Article Geography, Physical

Drones, virtual reality, and modeling: communicating catastrophic dam failure

H. R. Spero et al.

Summary: This study addresses the limitations of 2D dam failure hydraulic models when shared with non-specialists by constructing a 3D Virtual Reality (VR) environment. The study validates the VR environment pipeline and explores its potential applications in sharing historical events and improving hazard awareness. The paper establishes a pipeline to merge UAS imagery, Virtual Reality, digital scene creation, and sophisticated 2D hydraulic models for communicating catastrophic flooding events.

INTERNATIONAL JOURNAL OF DIGITAL EARTH (2022)

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Review Engineering, Civil

Hydraulic modelling of inland urban flooding: Recent advances

Emmanuel Mignot et al.

Summary: This review summarizes the recent advances in understanding urban flood processes and their modeling from 2018 to 2021. It covers four aspects: knowledge of urban flood flow and transport processes, stability of humans and objects within flooded streets, reliability of computational modeling, and approaches for speeding up computations of urban flood events. New laboratory setups have revealed previously unexplored processes, and improvements in computations have been achieved through strategies such as merging and processing various data sources and incorporating more details on drainage systems.

JOURNAL OF HYDROLOGY (2022)

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Article Chemistry, Physical

Numerical Simulation of Tailings Flow from Dam Failure over Complex Terrain

Yi Yang et al.

Summary: A tailings dam failure can have disastrous impacts on people's livelihood and the surrounding ecological environment. This paper studies the rheological properties and flow characteristics of tailings flow through rheological tests and Computational Fluid Dynamics (CFD) simulation. The analysis of a specific case indicates that downstream infrastructure will not be affected in a conservative scenario.

MATERIALS (2022)

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Article Engineering, Multidisciplinary

Numerical modeling of the dam-break flood over natural rivers on movable beds

Alibek Issakhov et al.

Summary: In this study, a modified numerical model was developed to simulate the water flow and mud layer transfer during a dam break with different heights. The model was validated and compared with results from 2D and 3D models, and applied to a real complex terrain to assess its effectiveness.

INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION (2022)

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Article Water Resources

New formulation of the two-dimensional steep-slope shallow water equations. Part I: Theory and analysis

Andrea Maranzoni et al.

Summary: This paper presents a new model of steep-slope shallow water equations, in which water depth is defined along the vertical direction and flow velocity is assumed parallel to the bottom surface. The mathematical properties of the new equations show that they are strictly hyperbolic for wet bed conditions and reduce to the conventional 2D SWE when bottom slopes are small.

ADVANCES IN WATER RESOURCES (2022)

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Article Computer Science, Interdisciplinary Applications

Urban flood numerical simulation: Research, methods and future perspectives

Pingping Luo et al.

Summary: This study reviews urban flood numerical simulations and identifies accuracy and computational efficiency as the two key areas hindering the improvement of model quality. The 1D-2D coupling model, finite volume method, unstructured meshing method, and hybrid parallel computing applications are found to be the most effective strategies. Furthermore, the complex coupling of models and the lack of validation data remain crucial challenges in the development of urban flood modeling.

ENVIRONMENTAL MODELLING & SOFTWARE (2022)

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Article Engineering, Civil

Dam-break flow dynamics over a stepped channel with vegetation

Alireza Khoshkonesh et al.

JOURNAL OF HYDROLOGY (2022)

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Article Mechanics

SPH Modelling of Dam-break Floods, with Damage Assessment to Electrical Substations

Andrea Amicarelli et al.

Summary: The SPHERA Smoothed Particle Hydrodynamics code is validated on a laboratory urban dam-break flood, showing comparable performance with a state-of-the-art code and improvements in predictions through direct modeling of a mobile gate triggering the flood. It is also equipped with a substation-flooding damage model for assessing functional and material damage. The code is distributed on a GitHub public repository for use.

INTERNATIONAL JOURNAL OF COMPUTATIONAL FLUID DYNAMICS (2021)

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Review Engineering, Civil

Flood hazard mapping methods: A review

Rofiat Bunmi Mudashiru et al.

Summary: The study reviews the methods in Flood Hazard Mapping (FHM) including physically-based, empirical, and physical modelling methods, providing insights into their strengths, limitations, case studies, and uncertainties. It also discusses approaches in handling uncertainties related to each method and recent developments, aiming to empower stakeholders in addressing and making accurate decisions in flood-related problems.

JOURNAL OF HYDROLOGY (2021)

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Article Engineering, Civil

Numerical Study of the Dynamics and Structure of a Partial Dam-Break Flow Using the VOF Method

Alireza Khoshkonesh et al.

Summary: The paper evaluated the effects of the opening width of a dam site on the evolution of partial dam-break waves. It was found that decreasing the opening width decreases wave front travel distance, outflow discharge values, and Froude number values, while increasing air bubbles entrained within the wave.

WATER RESOURCES MANAGEMENT (2021)

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Article Engineering, Civil

Dam-Break Modeling: LBM as the Way towards Fully 3D, Large-Scale Applications

Stefano Miliani et al.

Summary: Free-surface flows are crucial in environmental hydraulic problems, with reduced complexity models like DI-SW being commonly used. However, these models lack flow velocity at the bed, which is important for estimating scour effects. The lattice Boltzmann method (LBM) has shown impressive performance compared to traditional methods, providing accurate simulations even on desktop computers.

JOURNAL OF HYDRAULIC ENGINEERING (2021)

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Article Geography, Physical

A virtual geographic environment for dynamic simulation and analysis of tailings dam failure

Dayu Yu et al.

Summary: This paper presents a virtual geographic environment system for simulating tailings dam failures, which provides an effective tool for visualizing and analyzing the dam-break process. Key technologies discussed include numerical model integration, large-scale scene rendering, and disaster simulation and visualization optimizations.

INTERNATIONAL JOURNAL OF DIGITAL EARTH (2021)

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Article Engineering, Civil

Simulation of Three-Dimensional Free-Surface Dam-Break Flows over a Cuboid, Cylinder, and Sphere

Zhihua Xie et al.

Summary: A 3D numerical study was conducted to investigate dam-break flows over 3D structures, using a two-phase flow model developed within the LES framework. The proposed numerical approach demonstrated robustness and versatility when applied to different geometries, showing good agreement with experimental data and other numerical solutions. Analysis of turbulent structures, internal kinematics, hydrodynamic loading, and energy dissipation during dam-break flows provided valuable insights into such flow behaviors.

JOURNAL OF HYDRAULIC ENGINEERING (2021)

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Article Engineering, Civil

The impact of a multilevel protection column on the propagation of a water wave and pressure distribution during a dam break: Numerical simulation

Alibek Issakhov et al.

Summary: This study numerically analyzed the behavior of an incompressible fluid, sediment, and solid particles debris during a dam break. The model's reliability was verified by comparing numerical results with experimental data, considering the influence of water flow on solid particles and sediments. The study also looked at the reduction in pressure on downstream additional dams in the presence of cylindrical columns during dam failure.

JOURNAL OF HYDROLOGY (2021)

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Article Engineering, Marine

SPH simulations of 3D dam-break flow against various forms of the obstacle: Toward an optimal design

Xiaoyang Xu et al.

Summary: In this study, 3D dam-break flows against various forms of obstacles were numerically simulated using the SPH method. The accuracy and effectiveness of the method were validated by comparing the results with experiments and other numerical methods.

OCEAN ENGINEERING (2021)

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Review Environmental Sciences

Review of Historical Dam-Break Events and Laboratory Tests on Real Topography for the Validation of Numerical Models

Francesca Aureli et al.

Summary: Mapping dam break inundation is crucial for risk management, emergency planning, and assessing potential consequences. While historical dam-break field data validation is helpful, it may be inaccurate and incomplete. Real-field data can still provide valuable test cases for numerical models validation.

WATER (2021)

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Article Environmental Sciences

Non-linear shallow water flow modelling over topography with depth-averaged potential equations

Oscar Castro-Orgaz et al.

ENVIRONMENTAL FLUID MECHANICS (2020)

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Article Engineering, Civil

Three-dimensional urban flood inundation simulation based on digital aerial photogrammetry

Youtong Rong et al.

JOURNAL OF HYDROLOGY (2020)

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Article Water Resources

3-D dam break flow simulations in simplified and complex domains

Daniel Horna Munoz et al.

ADVANCES IN WATER RESOURCES (2020)

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Article Engineering, Civil

Numerical Study of Dam Break Waves on Movable Beds for Complex Terrain by Volume of Fluid Method

Alibek Issakhov et al.

WATER RESOURCES MANAGEMENT (2020)

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Article Computer Science, Interdisciplinary Applications

SPHERA v.9.0.0: A Computational Fluid Dynamics research code, based on the Smoothed Particle Hydrodynamics mesh-less method

Andrea Amicarelli et al.

COMPUTER PHYSICS COMMUNICATIONS (2020)

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Article Engineering, Civil

Dam-Break Wave Propagation in Alpine Valley with HEC-RAS 2D: Experimental Cancano Test Case

Marco Pilotti et al.

JOURNAL OF HYDRAULIC ENGINEERING (2020)

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Article Engineering, Geological

Combined numerical investigation of the Yigong rock slide-debris avalanche and subsequent dam-break flood propagation in Tibet, China

Yu Zhuang et al.

LANDSLIDES (2020)

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Article Environmental Sciences

3D Numerical Modelling of Tailings Dam Breach Run Out Flow over Complex Terrain: A Multidisciplinary Procedure

Kun Wang et al.

WATER (2020)

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Article Environmental Sciences

Vertically Averaged and Moment Equations for Dam-Break Wave Modeling: Shallow Water Hypotheses

Francisco N. Cantero-Chinchilla et al.

WATER (2020)

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Article Geosciences, Multidisciplinary

Three-dimensional numerical simulation of mud flow from a tailing dam failure across complex terrain

Dayu Yu et al.

NATURAL HAZARDS AND EARTH SYSTEM SCIENCES (2020)

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Simulation of interactions between debris flow and check dams on three-dimensional terrain

Hong-Xin Chen et al.

ENGINEERING GEOLOGY (2019)

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Article Thermodynamics

Numerical simulation of the movement of water surface of dam break flow by VOF methods for various obstacles

Alibek Issakhov et al.

INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER (2019)

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Article Computer Science, Interdisciplinary Applications

Moving to 3-D flood hazard maps for enhancing risk communication

Francesco Macchione et al.

ENVIRONMENTAL MODELLING & SOFTWARE (2019)

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Comparative study on calculation methods of dam-break wave

Shaolin Yang et al.

JOURNAL OF HYDRAULIC RESEARCH (2019)

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Article Computer Science, Interdisciplinary Applications

Evaluation of a 3D unstructured-mesh finite element model for dam-break floods

Ting Zhang et al.

COMPUTERS & FLUIDS (2018)

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Article Mechanics

Numerical simulation of dam break flow for various forms of the obstacle by VOF method

Alibek Issakhov et al.

INTERNATIONAL JOURNAL OF MULTIPHASE FLOW (2018)

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Article Environmental Sciences

Integration of DSM and SPH to Model Tailings Dam Failure Run-Out Slurry Routing Across 3D Real Terrain

Kun Wang et al.

WATER (2018)

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Article Water Resources

A fully 3-D numerical model to predict flood wave propagation and assess efficiency of flood protection measures

Daniel Horna Munoz et al.

ADVANCES IN WATER RESOURCES (2018)

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Numerical Simulations of Dam-Break Flows by Lattice Boltzmann Method

Rohmi Julia Purbasari et al.

8TH ANNUAL BASIC SCIENCE INTERNATIONAL CONFERENCE: COVERAGE OF BASIC SCIENCES TOWARD THE WORLD'S SUSTAINABILITY CHALLANGES (2018)

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Flood inundation modelling: A review of methods, recent advances and uncertainty analysis

J. Teng et al.

ENVIRONMENTAL MODELLING & SOFTWARE (2017)

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A 3D smoothed particle hydrodynamics model for erosional dam-break floods

Andrea Amicarelli et al.

INTERNATIONAL JOURNAL OF COMPUTATIONAL FLUID DYNAMICS (2017)

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Three-dimensional flood routing of a dam break based on a high-precision digital model of a dense urban area

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NATURAL HAZARDS (2017)

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Application of a Three-Dimensional Unstructured-Mesh Finite-Element Flooding Model and Comparison with Two-Dimensional Approaches

Ting Zhang et al.

WATER RESOURCES MANAGEMENT (2016)

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An improved SPH approach for simulating 3D dam-break flows with breaking waves

Xiaoyang Xu

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING (2016)

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ENVIRONMENTAL MODELLING & SOFTWARE (2016)

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Article Environmental Sciences

On the Simulation of Floods in a Narrow Bending Valley: The Malpasset Dam Break Case Study

Chiara Biscarini et al.

WATER (2016)

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Experimental and numerical evaluation of the force due to the impact of a dam-break wave on a structure

Francesca Aureli et al.

ADVANCES IN WATER RESOURCES (2015)

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An introduction to sensitivity assessment of simulation models

John Norton

ENVIRONMENTAL MODELLING & SOFTWARE (2015)

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A two-dimensional depth-integrated non-hydrostatic numerical model for nearshore wave propagation

Xinhua Lu et al.

OCEAN MODELLING (2015)

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3-D finite-volume model of dam-break flow over uneven beds based on VOF method

Reza Marsooli et al.

ADVANCES IN WATER RESOURCES (2014)

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Modelling the impact of dam failure scenarios on flood inundation using SPH

Mahesh Prakash et al.

APPLIED MATHEMATICAL MODELLING (2014)

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Distorted Physical Model to Study Sudden Partial Dam Break Flows in an Urban Area

M. S. Guney et al.

JOURNAL OF HYDRAULIC ENGINEERING (2014)

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Different ways of defining wall shear in smoothed particle hydrodynamics simulations of a dam-break wave

Elvira Dzebo et al.

JOURNAL OF HYDRAULIC RESEARCH (2014)

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Study of the comprehensive risk analysis of dam-break flooding based on the numerical simulation of flood routing. Part II: Model application and results

Zhengyin Zhou et al.

NATURAL HAZARDS (2014)

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Investigation of dam-break flood waves in a dry channel with a hump

Hatice Ozmen-Cagatay et al.

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3D SPH numerical simulation of the wave generated by the Vajont rockslide

R. Vacondio et al.

ADVANCES IN WATER RESOURCES (2013)

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3D numerical simulation of partial breach dam-break flow using the LES and k-ε turbulence models

Lindsey Ann Larocque et al.

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Verification of the open package OpenFOAM on dam break problems

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How much physical complexity is needed to model flood inundation?

Jeffrey Neal et al.

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The effect of lateral channel contraction on dam break flows: Laboratory experiment

Selahattin Kocaman et al.

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Numerical investigation of the effects of turbulence intensity on dam-break flows

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CFD technology for 3D simulation of large-scale hydrodynamic events and disasters

Yu. V. Vassilevski et al.

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Dynamic simulation of dam-break scenarios for risk analysis and disaster management

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COMPUTING AND VISUALIZATION IN SCIENCE (2011)

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CFD modelling approach for dam break flow studies

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Experiments of dam-break wave over a triangular bottom sill

S. Soares-Frazao

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Experimental study of dam-break flow against an isolated obstacle

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The SPH technique applied to free surface flows

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Dam-break flow for arbitrary slopes of the bottom

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Discrete-element modelling and smoothed particle hydrodynamics: potential in the environmental sciences

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Dam break in channels with 90° bend

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Three-Dimensional Numerical Modelling of Real-Field Dam-Break Flows: Review and Recent Advances

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