Carlos Alberto D. Fraga Filho , Rui M.L. Ferreira , Rui Aleixo , Ricardo Canelas , Silvia Amaral , Teresa Viseu
{"title":"坝体滑脱过程的SPH模拟。弗劳德相似性的局限性","authors":"Carlos Alberto D. Fraga Filho , Rui M.L. Ferreira , Rui Aleixo , Ricardo Canelas , Silvia Amaral , Teresa Viseu","doi":"10.1016/j.advwatres.2025.104987","DOIUrl":null,"url":null,"abstract":"<div><div>We apply Smooth Particle Hydrodynamics (SPH) to simulate mass detachments in an overtopped and breached earth dam. SPH is able to model free surface flows at prototype and laboratory model scales. The flow over the overtopped dam is gravity-driven. Froude similarity is thus employed to scale results from models to prototypes, even if there are fluid-wall interactions. In particular, the processes that govern the interaction between a detached solid from the dam body and the breach flow may not obey Froude similarity. In this paper, we discuss how the geometric scale conditions the effects of mass detachments on the flow field of a breached dam and how SPH simulation tools express these scaling issues. The Navier–Stokes equations for weakly compressible and Newtonian fluids in isothermal flows were used for the water flow. Flow-dam interaction was resolved with dynamic boundary conditions. All simulations were conducted with DualSPHysics, employing the Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) scheme. The detached soil mass was modelled as a rigid block. The interaction between the detached block and the fluid flow through the breach was attained by coupling DualSPHysics with the non-smooth multi-body dynamics model (Chrono-Engine). The surface velocity field, determined with Particle Tracking Velocimetry (PTV) during the mass detachment, was used to assess the quality of the SPH solution. The numerical and the observed velocity fields show a reasonable agreement in the time-lapse that encompasses the detachment of the block. However, there are differences in the curvature of streamlines as the flow approaches the breach, suggesting a closer look at the hypotheis of the SPH simulation tool. The impact of the falling block on the flow field varies significantly with the size of the modelled dam. The block is not entirely transported out of the breach in the reduced model. This configures a breakdown of Froude similarity in the sense that hydrodynamic actions on the model are disproportionately smaller in the model relative to the prototype. While there may be physical reasons at play, we note that ensuring mass conservation in the model led to a smaller initial resolution that may have affected how forces are transmitted between the SPH and Chrono simulation tools.</div></div>","PeriodicalId":7614,"journal":{"name":"Advances in Water Resources","volume":"202 ","pages":"Article 104987"},"PeriodicalIF":4.0000,"publicationDate":"2025-04-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"SPH modelling of mass detachment processes in overtopped dams. The limits of Froude similarity\",\"authors\":\"Carlos Alberto D. Fraga Filho , Rui M.L. Ferreira , Rui Aleixo , Ricardo Canelas , Silvia Amaral , Teresa Viseu\",\"doi\":\"10.1016/j.advwatres.2025.104987\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>We apply Smooth Particle Hydrodynamics (SPH) to simulate mass detachments in an overtopped and breached earth dam. SPH is able to model free surface flows at prototype and laboratory model scales. The flow over the overtopped dam is gravity-driven. Froude similarity is thus employed to scale results from models to prototypes, even if there are fluid-wall interactions. In particular, the processes that govern the interaction between a detached solid from the dam body and the breach flow may not obey Froude similarity. In this paper, we discuss how the geometric scale conditions the effects of mass detachments on the flow field of a breached dam and how SPH simulation tools express these scaling issues. The Navier–Stokes equations for weakly compressible and Newtonian fluids in isothermal flows were used for the water flow. Flow-dam interaction was resolved with dynamic boundary conditions. All simulations were conducted with DualSPHysics, employing the Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) scheme. The detached soil mass was modelled as a rigid block. The interaction between the detached block and the fluid flow through the breach was attained by coupling DualSPHysics with the non-smooth multi-body dynamics model (Chrono-Engine). The surface velocity field, determined with Particle Tracking Velocimetry (PTV) during the mass detachment, was used to assess the quality of the SPH solution. The numerical and the observed velocity fields show a reasonable agreement in the time-lapse that encompasses the detachment of the block. However, there are differences in the curvature of streamlines as the flow approaches the breach, suggesting a closer look at the hypotheis of the SPH simulation tool. The impact of the falling block on the flow field varies significantly with the size of the modelled dam. The block is not entirely transported out of the breach in the reduced model. This configures a breakdown of Froude similarity in the sense that hydrodynamic actions on the model are disproportionately smaller in the model relative to the prototype. While there may be physical reasons at play, we note that ensuring mass conservation in the model led to a smaller initial resolution that may have affected how forces are transmitted between the SPH and Chrono simulation tools.</div></div>\",\"PeriodicalId\":7614,\"journal\":{\"name\":\"Advances in Water Resources\",\"volume\":\"202 \",\"pages\":\"Article 104987\"},\"PeriodicalIF\":4.0000,\"publicationDate\":\"2025-04-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Advances in Water Resources\",\"FirstCategoryId\":\"93\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0309170825001010\",\"RegionNum\":2,\"RegionCategory\":\"环境科学与生态学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"WATER RESOURCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Advances in Water Resources","FirstCategoryId":"93","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0309170825001010","RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"WATER RESOURCES","Score":null,"Total":0}
SPH modelling of mass detachment processes in overtopped dams. The limits of Froude similarity
We apply Smooth Particle Hydrodynamics (SPH) to simulate mass detachments in an overtopped and breached earth dam. SPH is able to model free surface flows at prototype and laboratory model scales. The flow over the overtopped dam is gravity-driven. Froude similarity is thus employed to scale results from models to prototypes, even if there are fluid-wall interactions. In particular, the processes that govern the interaction between a detached solid from the dam body and the breach flow may not obey Froude similarity. In this paper, we discuss how the geometric scale conditions the effects of mass detachments on the flow field of a breached dam and how SPH simulation tools express these scaling issues. The Navier–Stokes equations for weakly compressible and Newtonian fluids in isothermal flows were used for the water flow. Flow-dam interaction was resolved with dynamic boundary conditions. All simulations were conducted with DualSPHysics, employing the Weakly Compressible Smoothed Particle Hydrodynamics (WCSPH) scheme. The detached soil mass was modelled as a rigid block. The interaction between the detached block and the fluid flow through the breach was attained by coupling DualSPHysics with the non-smooth multi-body dynamics model (Chrono-Engine). The surface velocity field, determined with Particle Tracking Velocimetry (PTV) during the mass detachment, was used to assess the quality of the SPH solution. The numerical and the observed velocity fields show a reasonable agreement in the time-lapse that encompasses the detachment of the block. However, there are differences in the curvature of streamlines as the flow approaches the breach, suggesting a closer look at the hypotheis of the SPH simulation tool. The impact of the falling block on the flow field varies significantly with the size of the modelled dam. The block is not entirely transported out of the breach in the reduced model. This configures a breakdown of Froude similarity in the sense that hydrodynamic actions on the model are disproportionately smaller in the model relative to the prototype. While there may be physical reasons at play, we note that ensuring mass conservation in the model led to a smaller initial resolution that may have affected how forces are transmitted between the SPH and Chrono simulation tools.
期刊介绍:
Advances in Water Resources provides a forum for the presentation of fundamental scientific advances in the understanding of water resources systems. The scope of Advances in Water Resources includes any combination of theoretical, computational, and experimental approaches used to advance fundamental understanding of surface or subsurface water resources systems or the interaction of these systems with the atmosphere, geosphere, biosphere, and human societies. Manuscripts involving case studies that do not attempt to reach broader conclusions, research on engineering design, applied hydraulics, or water quality and treatment, as well as applications of existing knowledge that do not advance fundamental understanding of hydrological processes, are not appropriate for Advances in Water Resources.
Examples of appropriate topical areas that will be considered include the following:
• Surface and subsurface hydrology
• Hydrometeorology
• Environmental fluid dynamics
• Ecohydrology and ecohydrodynamics
• Multiphase transport phenomena in porous media
• Fluid flow and species transport and reaction processes