Objective of this paper is to analyse flow patterns and velocity fields around rubble mound low-crested structures based on wave basin experiments and 2DH numerical simulations. Experiments were performed in the 12.5x9.7 m2 wave basin at Aalborg University, DK, within the framework of the EU-funded project DELOS. Two different layouts were designed: two detached breakwaters with a gap in between and an oblique breakwater forming a rip channel with the basin side wall. Both cases of narrow and wide berm were tested under 2D and 3D, regular and irregular wave attacks. Fluxes around and through the structures are examined by means of image analysis and measurements of free surface elevation and velocity at fixed locations. An original scheme for evaluating the overtopping discharge through a wave by wave analysis of wave gauge records over the barrier is described. Overtopping discharges are reconstructed and related to existing wave run-up models for emerged and zero-freeboard structures. Since no measurement was performed in the rubble mound, a ‘scale’ model to estimate filtration flux based on other available datasets containing filtration velocity and set-up is proposed and verified. The analysis of the datasets allows also to enlighten different filtration mechanisms depending on structure submergence. The approach for evaluating separately the different flux terms is then globally checked for zero freeboard and emerged structures through experimental mass balance. For deeply submerged structures, for which this approach fails, numerical simulations are carried out and the accuracy of the commercial 2DH model MIKE 21 is tested in predicting parameters relevant to the design process as set-up, overtopping and returning flows. Simulations are also presented for a sample emerged case in order to show how some limitations in the tool can be surpassed to allow general applications. The numerical model furthermore allows to describe the physical processes over the whole area of interest, whereas extensive measurements cannot be performed due to the test imperfect repeatability in presence of irregular waves and thus the impossibility of moving the limited number of available instruments.
Zanuttigh, B., Lamberti, A. (2006). Experimental analysis and 2DH numerical simulations fo waves and current flows around low-crested rubble-moud structures. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 132 (1), 10-27.
Experimental analysis and 2DH numerical simulations fo waves and current flows around low-crested rubble-moud structures
ZANUTTIGH, BARBARA;LAMBERTI, ALBERTO
2006
Abstract
Objective of this paper is to analyse flow patterns and velocity fields around rubble mound low-crested structures based on wave basin experiments and 2DH numerical simulations. Experiments were performed in the 12.5x9.7 m2 wave basin at Aalborg University, DK, within the framework of the EU-funded project DELOS. Two different layouts were designed: two detached breakwaters with a gap in between and an oblique breakwater forming a rip channel with the basin side wall. Both cases of narrow and wide berm were tested under 2D and 3D, regular and irregular wave attacks. Fluxes around and through the structures are examined by means of image analysis and measurements of free surface elevation and velocity at fixed locations. An original scheme for evaluating the overtopping discharge through a wave by wave analysis of wave gauge records over the barrier is described. Overtopping discharges are reconstructed and related to existing wave run-up models for emerged and zero-freeboard structures. Since no measurement was performed in the rubble mound, a ‘scale’ model to estimate filtration flux based on other available datasets containing filtration velocity and set-up is proposed and verified. The analysis of the datasets allows also to enlighten different filtration mechanisms depending on structure submergence. The approach for evaluating separately the different flux terms is then globally checked for zero freeboard and emerged structures through experimental mass balance. For deeply submerged structures, for which this approach fails, numerical simulations are carried out and the accuracy of the commercial 2DH model MIKE 21 is tested in predicting parameters relevant to the design process as set-up, overtopping and returning flows. Simulations are also presented for a sample emerged case in order to show how some limitations in the tool can be surpassed to allow general applications. The numerical model furthermore allows to describe the physical processes over the whole area of interest, whereas extensive measurements cannot be performed due to the test imperfect repeatability in presence of irregular waves and thus the impossibility of moving the limited number of available instruments.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
