2007
DOI: 10.1016/j.ecss.2007.02.025
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A finite element operational model for storm surge prediction in Venice

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Cited by 53 publications
(36 citation statements)
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“…At ICPSM the ECMWF wind data is part of the input information to the statistical storm surge forecast system (Canestrelli and Moretti, 2004;Canestrelli and Zampato, 2005;Bajo et al, 2007). The most recent version of the hydrodynamic model SHYFEM, operational at ICPSM (Bajo and Umgiesser, 2010), is driven by the corrected wind (see previous section).…”
Section: The Operational Proceduresmentioning
confidence: 99%
See 1 more Smart Citation
“…At ICPSM the ECMWF wind data is part of the input information to the statistical storm surge forecast system (Canestrelli and Moretti, 2004;Canestrelli and Zampato, 2005;Bajo et al, 2007). The most recent version of the hydrodynamic model SHYFEM, operational at ICPSM (Bajo and Umgiesser, 2010), is driven by the corrected wind (see previous section).…”
Section: The Operational Proceduresmentioning
confidence: 99%
“…They were progressively improved in time, from the simplest versions that only relied on the time series of the past, to the newest ones that take into account the predicted meteorological parameters (typically ECMWF pressure) and are "expert systems" capable of selecting a suitable set of coefficients, depending on the meteorological conditions. After 2002, hydrodynamic models were also operationally implemented at ICPSM, in particular a finite element model of the Mediterranean Sea, the SHYFEM model developed at ISMAR-CNR of Venice (Bajo et al, 2007), and a finite difference model of the Adriatic Sea, the HYPSE model developed at the University of Padua (Lionello et al, 2006). Both hydrodynamic models are forced by ECMWF pressure and wind fields.…”
Section: The Use Of Wave Information For Tidal Forecastmentioning
confidence: 99%
“…The total water level extracted at the CNR Acqua Alta oceanographic platform (hereinafter referred to as Piattaforma; Cavaleri, 1999), situated 8 nautical miles off the Venice coast, is applied as BC to the lagoon inlets for the second run to provide the total sea level forecast in the main lagoon locations. In order to avoid a long spin-up period, the state vector of the dynamic system is saved, for each simulation, into a restart file (Bajo et al, 2007). This is then used as IC of the next-day forecast simulation (Table 1).…”
Section: The Operational Simmmentioning
confidence: 99%
“…This latter aspect is particular relevant due to the national role of ISPRA in monitoring and forecasting hydrological and hydrographic parameters over the Venice Lagoon. Thus, the two IOPs are used to test the improvement, if any, in replacing the lower-resolution BOLAM configuration with the new higherresolution BOLAM-MOLOCH suite, and to assess the performance of the SIMM storm-surge forecasting component, namely the Shallow water HYdrodynamic Finite Element Model (SHYFEM, Umgiesser et al, 2004;Bajo et al, 2007;Zampato et al, 2007).…”
Section: S Mariani Et Al: a New High-resolution Bolam-moloch Suite mentioning
confidence: 99%
“…The coastal element of the system is composed of a set of finite element numerical models, including a three-dimensional hydrodynamic model (SHYFEM3D; see Umgiesser et al, 2004;Cucco and Umgiesser, 2006;Bajo et al, 2007;Bellafiore et al, 2008;Cucco et al, 2012) coupled with a phase averaging wind-wave model (SHYFEM3D-WWM; see Roland et al, 2009;Ferrarin et al, 2008) a Lagrangian trajectory module with a "weathering" module (FEMOIL, see Cucco et al, 2012) offline coupled with the SHYFEM3D-WWM. Such numerical models are aimed at operationally reproducing the hydrodynamics and transport processes in a restricted domain corresponding to the Bonifacio Strait area.…”
Section: The Boom Systemmentioning
confidence: 99%