The topic of this study is the design of flexible fences to mitigate the risk due to debris flow phenomena by means of theoretical and experimental studies analysed in framework of the Rock Engineering System (RES). The study of the interaction between debris flows and flexible barriers is a major challenge since many different aspects concerning both the slope characteristics and the structure features are involved. Debris flowsare often triggered by the mobilization of debris deposits generated by rock fallingfrom adjacent rock walls. The rock debris deposits are difficult to be characterized by the physical and mechanical point of view due to their large variability in volume distribution and, moreover, when dealing with high mountains environment, they are also strongly affected by the presence of water at different phases (solid or liquid). The debris deposit turns unstable in relation with the geotechnical and environmental features of the areas and the instability evolution in steep high mountainous valleys is often a debris flow. Debris flow destructive potential is very high and protections are often needed to reduce the debris flow risk. This complexity determines the needs of comprehensive study able to include the global basin dynamic and the environmental conditions. A preliminary analysis of the influence of the different aspects can be useful to focus on the real driving aspects of the problem. Due to the complexity of the problem the application of the RES methodology is recommended in order to clearly define the different assumptions needed, their influence on the simulations and a comparison among them. RES allows investigating triggering criteria, flow and depositional processes and interaction of flows with protection fences in a rational way. For this purpose, an interaction matrix is created: it summarizes the key geotechnical parameters that influence debris flows, their interactions and the debris/engineering protection systembehaviour. The goal is to quantify the diagonal-off terms to assess the residual risk after barrier construction, using back analysis from real debris flow event and data collection from literature. This methodology is applied to analyze a debris flow event in the Italian Western Alps where numerical analyses are carried on to assess flow characteristics to be used for fence design through the application of an analytical and numerical model developed by the authors (Brighentiet al, 2013). In particular, the velocity and deposition heights have been estimated using the numerical code RASH3D (Pirulli, 2010), which is a single-phase model based on depth-averaged Saint Venant equations. Pathways of different lengths are studied to assess the input data necessary to design the protection barrier and to determine the associated risk. Simulation of the barrier at different places along the valley will also allow to determine optimal barrier location in terms of minimum residual risks by comparing the velocity, the volume and the energy of the debris after the barrier impact. The work will produce a possible design scheme to be adopted in this environment.

Theoretical and experimental study on the flexible barrier optimization against debris flow risk / Vagnon, F.; Ferrero, A. M.; Pirulli, Marina; Segalini, A.. - CD-ROM. - (2015), pp. 1-10. ((Intervento presentato al convegno The 13th International ISRM Congress tenutosi a Montreal, Quebec, Canada nel 10-13 Maggio 2015.

Theoretical and experimental study on the flexible barrier optimization against debris flow risk

Vagnon F.;PIRULLI, MARINA;
2015

Abstract

The topic of this study is the design of flexible fences to mitigate the risk due to debris flow phenomena by means of theoretical and experimental studies analysed in framework of the Rock Engineering System (RES). The study of the interaction between debris flows and flexible barriers is a major challenge since many different aspects concerning both the slope characteristics and the structure features are involved. Debris flowsare often triggered by the mobilization of debris deposits generated by rock fallingfrom adjacent rock walls. The rock debris deposits are difficult to be characterized by the physical and mechanical point of view due to their large variability in volume distribution and, moreover, when dealing with high mountains environment, they are also strongly affected by the presence of water at different phases (solid or liquid). The debris deposit turns unstable in relation with the geotechnical and environmental features of the areas and the instability evolution in steep high mountainous valleys is often a debris flow. Debris flow destructive potential is very high and protections are often needed to reduce the debris flow risk. This complexity determines the needs of comprehensive study able to include the global basin dynamic and the environmental conditions. A preliminary analysis of the influence of the different aspects can be useful to focus on the real driving aspects of the problem. Due to the complexity of the problem the application of the RES methodology is recommended in order to clearly define the different assumptions needed, their influence on the simulations and a comparison among them. RES allows investigating triggering criteria, flow and depositional processes and interaction of flows with protection fences in a rational way. For this purpose, an interaction matrix is created: it summarizes the key geotechnical parameters that influence debris flows, their interactions and the debris/engineering protection systembehaviour. The goal is to quantify the diagonal-off terms to assess the residual risk after barrier construction, using back analysis from real debris flow event and data collection from literature. This methodology is applied to analyze a debris flow event in the Italian Western Alps where numerical analyses are carried on to assess flow characteristics to be used for fence design through the application of an analytical and numerical model developed by the authors (Brighentiet al, 2013). In particular, the velocity and deposition heights have been estimated using the numerical code RASH3D (Pirulli, 2010), which is a single-phase model based on depth-averaged Saint Venant equations. Pathways of different lengths are studied to assess the input data necessary to design the protection barrier and to determine the associated risk. Simulation of the barrier at different places along the valley will also allow to determine optimal barrier location in terms of minimum residual risks by comparing the velocity, the volume and the energy of the debris after the barrier impact. The work will produce a possible design scheme to be adopted in this environment.
978-1-926872-25-4
File in questo prodotto:
File Dimensione Formato  
585.pdf

non disponibili

Descrizione: Articolo principale
Tipologia: 2. Post-print / Author's Accepted Manuscript
Licenza: Non Pubblico - Accesso privato/ristretto
Dimensione 1.38 MB
Formato Adobe PDF
1.38 MB Adobe PDF   Visualizza/Apri   Richiedi una copia
Pubblicazioni consigliate

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2599561
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo