Sabatino Cuomo, Ettore Iannuzzi, Martin Mergili, Angela Di Perna
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引用次数: 0
Abstract
In high-mountain contexts, rainfall can trigger various flow-like mass movements, from debris flows to hyperconcentrated flows and flash floods. Despite similar runout and velocity, propagation mechanisms are different. In such complex phenomena, also the existing protection structures play a fundamental role. In this paper, a multi-phase mathematical framework is adopted to simulate the propagation of a mixture of soil and water along a 3D terrain model. The mass and momentum conservation equations are solved including the rheological behavior models for the materials involved: frictional for soil, Newtonian for water. Some selected scenarios are discussed for a site-specific case study in Northern Italy. The controversial role played by two storage basins located at the toe of the gully is explored numerically and compared to the field evidence. The novelty of the paper is to show how the water temporarily impounded in the basins enhanced the mobility of an incoming debris flow, which turned into an hyperconcentrated flow and went out of the protections structure.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.