94 pubblicazioni classificate nel seguente modo:

Modeling coastal inundation for adaptation to climate change at local scale: the case of Marche Region (central Italy)
FRONTIERS IN CLIMATE
Autore/i: Baldoni, Agnese; Melito, Lorenzo; Marini, Francesco; Galassi, Gaia; Giacomin, Patrizia; Filomena, Giorgio; Barbizzi, Natalino; Lorenzoni, Carlo; Brocchini, Maurizio
Classificazione: 1 Contributo su Rivista
Abstract: Climate change is raising sea level rise and storminess effects on coastal systems, affecting the morphology of coastlines and impacting coastal communities and ecosystems. It is essential to gain information at an adequate scale to identify effective adaptation measures. This is of major importance in areas combining high vulnerability to climate change with high socio-economic development, like the Northern Adriatic coastal area. To this aim, in this work two different approaches have been applied to investigate inland penetration of sea water along the Marche Region: (a) a simple "bathtub" method applied to the entire Marche coastline, to highlight areas likely prone to intense inundation; (b) a more accurate numerical model applied to two test sites, to gain detailed knowledge of inundation perimeters. Both approaches have been applied with forcing conditions provided by the Intergovernmental Panel on Climate Change and the Copernicus Climate Change Service through the RCP8.5 emission scenario projected to 2070. Results showed that a 100-year return period sea storm would cause the inundation of beaches and infrastructures located along the coast, as well as affecting harbor facilities and urban areas. Information obtained with the model has been integrated in the Regional Plan for Adaptation to climate change to define specific adaptation measures.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/327071

Shoreline recession due to waves and sea level rise: a semi-analytical model
Atti del XXXVIII Convegno Nazionale di Idraulica e Costruzioni Idrauliche IDRA22
Autore/i: Marini, F.; Rocchi, S.; Corvaro, S.; Lorenzoni, C.; Mancinelli, A.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/314600

Trasformazione non lineare delle onde sopra una barra sommersa
Atti del XXXVIII Convegno Nazionale di Idraulica e Costruzioni Idrauliche IDRA22
Autore/i: Rocchi, S.; Marini, F.; Corvaro, S.; Lorenzoni, C.; Mancinelli, A.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/314599

Semi-Analytical Model for the Evaluation of Shoreline Recession Due to Waves and Sea Level Rise
WATER
Autore/i: Marini, F.; Corvaro, S.; Rocchi, S.; Lorenzoni, C.; Mancinelli, A.
Classificazione: 1 Contributo su Rivista
Abstract: The climate change process is leading to an increase in the sea level and the storm intensity. The associated shoreline recession can damage coastal facilities and also beaches protected by submerged/emerged breakwaters whose defense action can become ineffective. The application of cross-shore numerical models does not allow the performance of long-term analyses. In this paper, a semi-analytical model for the evaluation of shoreline recession due to waves and sea-level rise for free and protected beaches is proposed. The model is an extension of the Dean's approach in which some limitations on the beach profile are overcome and the effects of breakwaters on the wave height (wave transmission) and on the water level (piling-up) are considered. The model takes into account a wide range of parameters for wave, sea level, beach profile, and breakwater characteristics. Among the breakwater parameters, the freeboard and the berm width are found to mainly affect the shoreline recession. For submerged breakwaters, an optimal value of the freeboard can be computed depending on the sea level and the offshore wave characteristics. The results of the model are then used to find prediction relations of the shoreline recession, with r(2) > 0.99, for both free and protected beaches, depending on the main hydrodynamic/geometrical characteristics.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/314594

Hydraulic Performance of Geotextile Sand Containers for Coastal Defenses
JOURNAL OF MARINE SCIENCE AND ENGINEERING
Autore/i: Corvaro, S.; Lorenzoni, C.; Mancinelli, A.; Marini, F.; Rocchi, S.
Classificazione: 1 Contributo su Rivista
Abstract: Laboratory experiments were performed in the wave flume of the Laboratorio di Idraulica e Costruzioni Marittime of the Universita Politecnica delle Marche (Ancona, Italy) to study the hydrodynamic performance of coastal protection structures made of a new type of geotextile sand containers (GSCs). Such structures are used as softer and flexible alternatives to traditional hard coastal defenses made of concrete or rubble mound material. The GSC structures can also be used as temporary coastal protections during the winter period. The physical model reproduced two main configurations: in the former one, the GSCs were used as coastal revetments with three different slopes. In the latter one, the GSCs were applied to make detached submerged breakwaters with different submergences and berm widths. The geometric scale of the models was 1:10, and the weight of each GSC in the prototype was 5 t. The geotextile material of the containers and the wave characteristics were reproduced by using the Reynolds and the Froude similarity criteria, respectively. Reflection coefficients and hydraulic stability behaviors for the revetments, as well as transmission coefficients and piling-up amount for breakwaters, were obtained.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/314596

Adattamento delle scogliere emerse ai cambiamenti climatici (innalzamento del livello medio marino)
Atti del XXXVII Covegno Nazionale di Idraulica e Costruzioni Idrauliche - IDRA2021web
Autore/i: Rocchi, Stefania; Marini, Francesco; Corvaro, Sara; Lorenzoni, Carlo; Soldini, Luciano; Mancinelli, Alessandro
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/299507

Coastal Submerged Structures Adaptation to Sea Level Rise over Different Beach Profiles
ITALIAN JOURNAL OF ENGINEERING GEOLOGY AND ENVIRONMENT
Autore/i: Marini, Francesco; Mancinelli, Alessandro; Corvaro, Sara; Rocchi, Stefania; Lorenzoni, Carlo
Classificazione: 1 Contributo su Rivista
Abstract: The paper focuses on the analysis of the sea level rise and storms effects on natural or nourished beach profiles protected by submerged breakwaters. The increase in terms of intensity and frequency of extreme sea storms, and water levels produced by climate change, could lead to a deviation from the original trend of the beach. Typical Adriatic beaches will be considered as realistic study cases and a submerged structure for coastal protection of a natural or artificial (nourishment) beach is analysed in order to identify its resilience and its design adaptation. Different scenarios are taken into account, according to the 2019 special report of IPCC on climate change. A numerical model is here provided to evaluate beach response to wave set-up and sea level rise in the case of any beach profile protected by submerged breakwaters. The present model can provide useful information for the adaptation design of an existing defence submerged breakwater against coastal flooding and beach erosion. The shoreline position change, Δy, is evaluated by a large number of simulations varying both wave parameters (wave height Hi, wave length L) and the geometry of breakwater (submergence |Rc| berm width B, structure height hc). Different scenarios of sea level rises, as a consequence of climate change, and of storm conditions are considered in performing numerical simulations.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/289856

Problemi e soluzioni progettuali nella difesa della costa Problems and design solutions for coastal defence adaptation
Atti della XL edizione dei seminari tecnico-scientifici in “Tecniche per la Difesa del Suolo e dall’Inquinamento” a cura di Giuseppe Frega e Francesco Macchione
Autore/i: Mancinelli, Alessandro.; Marini, Francesco; Corvaro, Sara; Lorenzoni, Carlo
Editore: EdiBios
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/271771

A performance-based approach for the design of coupled dolphin-fender berthing structures
MARINE STRUCTURES
Autore/i: Carbonari, Sandro; Antolloni, Giulia; Gara, Fabrizio; Lorenzoni, Carlo; Mancinelli, Alessandro
Classificazione: 1 Contributo su Rivista
Abstract: The paper presents a performance-based approach for the design of flexible breasting dolphins equipped with marine fenders, often used in jetties belonging to offshore oil terminals. Since the distance of the breasting system to the mooring one and to the oil terminal is generally limited for serviceable and operational issues, the proposed design methodology, based on the kinetic energy approach, assumes a predetermined displacement for the dolphin, as well as a desired performance of the fender, and allows evaluating the stiffness of the flexible system required to achieve the desired energy absorption capacity. The design procedure accounts for the dolphin-fender interaction, as well as for the soil-embedded dolphin interaction, and it is specialised considering the common technical solutions adopted in the design of breasting dolphins. The approach is applied to a hypothetical case study consisting of a new berthing structure for a coastal terminal located on the Middle Adriatic Sea, in Italy, presenting non-ideal conditions for the installation of flexible dolphins. Applications demonstrate the effectiveness of the proposed approach and the role of the dolphin-fender interaction in withstanding the berthing actions, making it possible to design a flexible berthing structure also in the case of relatively shallow water depths.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/261976

Sustainable Engineering for Resilient Built and Natural Environments
The First Outstanding 50 Years of “Università Politecnica delle Marche”
Autore/i: Alici, Antonello; Bocci, Maurizio; Bonvini, Paolo; Brocchini, Maurizio; Calamai, Alessandro; Canestrari, Francesco; Capozucca, Roberto; Carbonari, Alessandro; Carbonari, Sandro; Cardone, Fabrizio; Clementi, Francesco; Clini, Paolo; Cocchi, Giammichele; Corvaro, Sara; Darvini, Giovanna; Davì, Fabrizio; Dezi, Luigino; Di Giuseppe, Elisa; D’Orazio, Marco; Ferretti, Maddalena; Ferrotti, Gilda; Gara, Fabrizio; Giretti, Alberto; Graziani, Andrea; Lancioni, Giovanni; Lemma, Massimo; Lenci, Stefano; Lorenzoni, Carlo; Malinverni, Eva Savina; Mancinelli, Alessandro; Mariano, Fabio; Mentrasti, Lando; Mondaini, Gianluigi; Montecchiari, Piero; Munafò, Placido; Naticchia, Berardo; Postacchini, Matteo; Quagliarini, Enrico; Quattrini, Ramona; Ragni, Laura; Serpilli, Michele; Soldini, Luciano; Virgili, Amedeo; Zampini, Giovanni
Editore: Springer
Classificazione: 2 Contributo in Volume
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/272866

Research and Engineering for Resilient Infrastructures and Environment Protection
The First Outstanding 50 Years of “Università Politecnica delle Marche”
Autore/i: Bocci, Maurizio; Brocchini, Maurizio; Canestrari, Francesco; Cardone, Fabrizio; Corvaro, Sara; Darvini, Giovanna; Ferrotti, Gilda; Graziani, Andrea; Lorenzoni, Carlo; Mancinelli, Alessandro; Postacchini, Matteo; Soldini, Luciano; Virgili, Amedeo
Classificazione: 2 Contributo in Volume
Abstract: We discuss the contribution of the research groups that work at UNIVPM in the field of infrastructure engineering to the design of resilient hydraulic and transportation infrastructures and related solutions for the protection of the environment. After recalling the long history of research and engineering intervention of the groups of Hydraulics and Transportation Infrastructures of UNIVPM, we show how the activities of such groups are becoming of increasing importance in response to the growing request of innovative solutions for resilient infrastructures (e.g. coastal protection and maritime structures, road and airport pavements) and environment protection (e.g. coastal and river flood, air pollution, waste recycling and materials reuse). Such activities have been recently boosted by the resources made available to the two groups through the “Dipartimenti di Eccellenza” award, which largely focuses on the issue of engineering for resilient built and natural environments. A projection in the future of the activities of above is also proposed.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/273420

Video-monitoring to sand bar analysis in a middle Adriatic beach
Seventh International Symposium. Monitoring of Mediterranean Coastal Areas: Problems and Measurement Techniques
Autore/i: Perugini, Eleonora; Soldini, Luciano; Lorenzoni, Carlo; Palmsten, Margaret L.
Editore: Firenze University Press
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/265530

IDRODINAMICA INTORNO AD UN PALO SOTTO L’AZIONE ONDOSA
Atti del XXXVI Convegno Nazionale di Idraulica e Costruzioni Idrauliche
Autore/i: Marini, Francesco; Corvaro, Sara; Lorenzoni, Carlo; Mancinelli, Alessandro; Crivellini, Andrea
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/263283

Opere a mare realizzate in sacchi in geotessuto
Atti della XXXIX edizione dei seminari tecnico-scientifici in “Tecniche per la Difesa del Suolo e dall’Inquinamento” a cura di Giuseppe Frega e Francesco Macchione
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo; Corvaro, Sara
Editore: EdiBios
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/266305

Effects of the wave climate on a multiple sandbar system
Proceedings of the 5th IAHR EUROPE CONGRESS New Challenges in Hydraulic Research and Engineering
Autore/i: Perugini, E.; Soldini, L.; Lorenzoni, C.; Brocchini, M.; Palmsten, M. L.; Calantoni, J.
Editore: The International Association for Hydro-Environment Engineering and Research (IAHR)
Luogo di pubblicazione: Madrid
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/265534

SCOUR PROTECTION AROUND A SINGLE SLENDER PILE EXPOSED TO WAVES
Proceeding of the 36th Conference on Coastal Engineering, Baltimore, Maryland, 2018
Autore/i: Corvaro, Sara; Marini, Francesco; Mancinelli, Alessandro; Lorenzoni, Carlo
Editore: Patrick Lynett
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/263281

Hydro- and morpho-dynamics induced by a vertical slender pile under regular and random waves
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
Autore/i: Corvaro, Sara; Marini, Francesco; Mancinelli, Alessandro; Lorenzoni, Carlo; Brocchini, Maurizio
Classificazione: 1 Contributo su Rivista
Abstract: This paper proposes an experimental study of the hydro- and morpho-dynamics induced by a slender vertical pile fitted into a sandy seabed and forced by sea waves in finite waters. The scour depth at the pile and the seabed morphology around it were measured and analyzed for both regular and random wave forcing. Scour depths due to regular waves were compared to those predicted in a previous study, revealing good agreement. The maximum scour depth occurred at the lateral side of the pile for waves characterized by a Keulegan-Carpenter (KC) number smaller than 7–8 and behind the pile for waves with KC>7–8. Such a result revealed an asymmetric effect on the scour depth because of the weaker reversal flow. This behavior was more evident for nonlinear waves being crests larger than troughs and, as a consequence, vortices, responsible for the scour processes, became even more energetic around crest stages. To better understand the dynamics in front of, around, and behind the cylinder, pressure measurements were obtained to evaluate the generation and evolution of vortices. The pressure data showed that the adverse pressure gradient around the pile was higher than on the upstream of the pile. The analyses of the pressure data seemed to confirm that, if the forcing was only due to waves, the effect of the lee-wake vortices on the scour depth around the cylinder was stronger than that due to the horseshoe vortices. Finally, the practical stochastic method proposed by previous authors to compute the maximum scour depth around a vertical pile exposed to random waves was verified. The best adaptation between measured and predicted scour depths was obtained by taking into account approximately half of the highest waves (instead of one-tenth) over the threshold; such a condition is still cautionary for a practical point of view. A simplification of the previously discussed methodology was proposed in which the characteristic wave that generates the scour depth is defined.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/263122

Evoluzione progettuale delle opere di difesa costiera
STUDI COSTIERI
Autore/i: Mancinelli, Alessandro; Corvaro, Sara; Lorenzoni, Carlo
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/247041

Medium-term dynamics of a Middle Adriatic barred beach
OCEAN SCIENCE
Autore/i: Postacchini, Matteo; Soldini, Luciano; Lorenzoni, Carlo; Mancinelli, Alessandro
Classificazione: 1 Contributo su Rivista
Abstract: In recent years, attention has been paid to beach protection by means of soft and hard defenses. Along the Italian coast of the Adriatic Sea, sandy beaches are the most common landscape feature and around 70% of the Marche region's coast (central Adriatic) is protected by defense structures. The longest free-from-obstacle nearshore area in the region includes the beach of Senigallia, frequently monitored in the last decades and characterized by a multiple bar system, which represents a natural beach defense. The bathymetries surveyed in 2006, 2010, 2011, 2012 and 2013 show long-Term stability, confirmed by a good adaptation of an analyzed stretch of the beach to the Dean-Type equilibrium profile, though a strong short-to medium-Term variability of the wave climate has been observed during the monitored periods. The medium-Term dynamics of the beach, which deal with the evolution of submerged bars and are of the order of years or seasons, have been related to the wave climate collected, during the analyzed temporal windows, by a wave buoy located about 40ĝ€km off Senigallia. An overall interpretation of the hydrodynamics, sediment characteristics and seabed morphology suggests that the wave climate is fundamental for the morphodynamic changes of the beach in the medium term. These medium-Term time ranges during which waves mainly come from NNE/ESE are characterized by a larger/smaller steepness and by a larger/smaller relative wave height, and seem to induce seaward/shoreward bar migration as well as bar smoothing/steepening. Moving southeastward, the bar dimension increases, while the equilibrium profile shape suggests the adaptation to a decreasing sediment size in the submerged beach. This is probably due to the presence of both the harbor jetty and river mouth north of the investigated area.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/247218

Comparison between the wintertime and summertime dynamics of the Misa River estuary
MARINE GEOLOGY
Autore/i: Brocchini, Maurizio; Calantoni, Joseph; Postacchini, Matteo; Sheremet, Alex; Staples, Tracy; Smith, Joseph; Reed, Allen H.; Braithwaite III, Edward F.; Lorenzoni, Carlo; Russo, Aniello; Corvaro, Sara; Mancinelli, Alessandro; Soldini, Luciano
Classificazione: 1 Contributo su Rivista
Abstract: The Misa River on the Italian Adriatic coast is typical of the rivers that drain the Apennine Mountain range. The focus of this study, conducted in the late summer of 2013 and mid-winter of 2014, was to contrast the general wintertime-summertime dynamics in the Misa River estuarine systemrather than investigate specific dynamical features (e.g. offshore sediment transport, channel seiche, and flocculation mechanisms). Summertime conditions of the Misa River estuary are characterized by low freshwater discharge and net sediment deposition whereas, in the wintertime, the Misa River and estuary is characterized by high episodic freshwater discharge and net erosion and sediment export. Major observed differences between wintertime-summertime dynamics in the Misa River and estuary are a result of seasonal-scale differences in regional precipitation and forcing conditions driven largely by the duration and intensity of prevailing wind patterns that frequently change direction in summertime while keep almost constant directions for much longer periods in wintertime, thus generating major sea storms. Sediment deposition was observed in the final reach of the Misa River and estuary in the summertime. However, in the wintertime, large flood events led to sediment erosion and export in the final reach of the Misa River and estuary that, in conjunction with storm-wave-induced mud transport, led to sediment deposition at the river entrance and in the adjacent nearshore region. The seasonal cyclic pattern of erosion and deposition was confirmedwith bathymetric surveys of the final reach of the estuarine region. A critical component for the balance between summertime deposition and wintertime erosion was the presence of an underlying mat of organic deposits that limited the availability of sediments for erosion in winter, when massive debris transport occurs. Further, suspended cohesive sediments flocs were subjected to smaller hydrodynamic stresses in the summertime favoring depositionwithin the estuary. Conversely, during wintertime storms, flocswere subjected to larger hydrodynamic stresses favoring breakup into smaller flocs and deposition outside the estuary.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/247010

Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
Autore/i: Antolloni, Giulia; Carbonari, Sandro; Gara, Fabrizio; Lorenzoni, Carlo; Mancinelli, Alessandro
Classificazione: 1 Contributo su Rivista
Abstract: This paper presents a simple physical model for the numerical simulation of the behavior of buckling-type marine fenders. The proposed model is characterized by four parameters and is derived starting from similarities between the unstable behavior of marine fenders and shallow arches. In this model, the large displacements solution expressing the relationship between the model displacements and reaction force is determined in a nondimensional form, and the model parameters are calibrated to minimize residuals between real and predicted normalized reaction force–deflection curves. By considering an in-series arrangement of two elementary physical models, the approach can be also used to simulate the behavior of parallel-motion fenders. The proposed model can be directly implemented in commercial computer programs for structural analysis to study interactions arising between buckling-type marine fenders and flexible berthing structures. In this paper, the model effectiveness in capturing the behavior of fenders and parallel motions systems is evaluated through comparisons of results, both in terms of reaction force and absorbed energy, with data of real devices, obtained from three different manufacturers. Results demonstrate the model efficiency and suitability for reproducing the behavior of a wide range of devices.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/236277

Numerical simulations on run-up of wave groups for different beach profiles
Proceedings of the 7th International Short Conference on Applied Coastal Research - SCACR
Autore/i: Soldini, Luciano; Postacchini, Matteo; Lorenzoni, Carlo
Editore: EdiBios, Cosenza, Italy
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/246467

PROTEZIONE DELLO SCAVO AL PIEDE DI UN PALO VERTICALE
Atti del Convegno Nazionale di Idraulica e Costruzioni Idrauliche
Autore/i: Mancinelli, Alessandro; Corvaro, Sara; Lorenzoni, Carlo; Tondi, Maria Cristina; Brocchini, Maurizio
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/249690

HYDRODYNAMICS OF A MUDDY ESTUARINE ENVIRONMENT: SUMMERTIME VS WINTERTIME CONDITIONS
The 12th International Conference on Hydrodynamics
Autore/i: Brocchini, Maurizio; Calantoni, Joseph; Postacchini, Matteo; Reed, Allen; Lorenzoni, Carlo; Mancinelli, Alessandro
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: The hydrodynamics of an estuarine environment characterized by cohesive sediments, has been studied through a pair of experimental campaigns performed at the mouth of the Misa River. The Misa River flows from the Apennine Mountains and enters the Adriatic Sea in Senigallia, a tourist town located on the Mid-East coast of Italy. The estuary of the Misa River has characteristics of a field-scale laboratory; the final reach is highly engineered with containment structures. Consequently, it was chosen as a suitable site for the experiments undertaken during the EsCoSed (“Estuarine Cohesive Sediment”) Project. The estuarine environment of the Misa River was observed during both summertime and wintertime experiments. The hydrodynamics was monitored using both Eulerian (e.g., bottom moored platforms at both the river-bed and sea-bed with high-resolution ADCPs recording velocity profiles) and Lagrangian (e.g., surface drifters) instrumentation, allowing for the characterization of the flow field during very different flow conditions. The climate occurring before and during the investigated periods has also been analyzed through use of numerical simulations, wave buoy measurements, and tide gauges. A comparative analysis between summertime and wintertime conditions, focused on wave-current forcing and local estuarine hydrodynamics, is underway. The preliminary results highlight the control of wind direction on the observed hydrodynamics. During the summertime the wind frequently changes direction. Conversely, during wintertime the wind direction remains fairly constant leading to severe storms. The extreme wintertime events generate intense sediment transport driving morphologic change.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/247222

MORPHODYNAMICS AROUND A SLENDER CYLINDER UNDER A WAVY BOUNDARY LAYER
Proceedings of ICMF 2016 - 9th International Conference on Multiphase Flow
Autore/i: Corvaro, Sara; Brocchini, Maurizio; Miozzi, Massimo; Pereira, Francisco Alves; Lorenzoni, Carlo; Mancinelli, Alessandro; Tondi, Cristina
Editore: Associazione Italiana di Ingegneria Chimica
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/249055

Experimental study of the short-term efficiency of different breakwater configurations on beach protection
JOURNAL OF OCEAN ENGINEERING AND MARINE ENERGY
Autore/i: Lorenzoni, Carlo; Postacchini, Matteo; Brocchini, Maurizio; Mancinelli, Alessandro
Classificazione: 1 Contributo su Rivista
Abstract: A campaign of experimental tests on a 2D movable-bed physical model, reproducing an Italian beach on the Adriatic Sea, has been performed in the wave flume of the “Laboratorio di Idraulica e Costruzioni Marittime” of the Università Politecnica delle Marche (Ancona, Italy), with the aim to assess the fundamental features of various breakwater configurations to be used in a beach-defence system typical of sandy, low-coastline beaches. Three emerged and three submerged configurations of rubble-mound detached breakwaters, for beach protection, placed at different distances from the shore, were tested, as well as a free beach configuration. The short-term hydrodynamic performances of the different configurations were assessed using as forcing some typical real-life intense sea-storm conditions. Wave transmission and beach protection efficiency under various intense wave conditions were obtained and related to some dimensionless parameters, amongst which a recently introduced one, χ, that combines both wave and breakwater properties. Transmission coefficients were found to be about 0.4 for emerged breakwaters and in the range 0.5–0.8 for submerged breakwaters. A net damping coefficient, defined as the wave height decay solely due to the effect of the breakwater, was measured as 0.2 for submerged breakwaters and 0.4 for the emerged ones. Further, submerged breakwaters induce an inshore mean water superelevation that increases with χ, whilst it decreases in the case of emerged breakwaters. Wave transmission is well represented by existing literature relations for both emerged and submerged breakwaters. Emerged breakwaters are more protective than submerged ones, but, at the same time, are more sensitive to changes in structure dimensions or positions. This is confirmed by the analysis of the momentum flux within the nearshore region, which is much larger for the submerged breakwaters. Such structures induce large swash-zone motions and sediment transport, comparable to those occurring at an unprotected beach.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/247212

Technical Note: Medium-term morphodynamics in an unprotected sandy beach of the Adriatic Sea
OCEAN SCIENCE DISCUSSIONS
Autore/i: Postacchini, Matteo; Soldini, Luciano; Lorenzoni, Carlo; Mancinelli, Alessandro
Classificazione: 1 Contributo su Rivista
Abstract: Abstract. In the recent years attention has been paid to the beach protection by means of soft and hard defenses. Along the Italian coasts of the Adriatic Sea, sandy beaches are the most common landscapes and around 70 % of the Marche-Region coasts (central Adriatic), is protected by defense structures. The longest free-from-obstacle nearshore area in the Region includes the beach of Senigallia, characterized by a multiple barred beach, frequently monitored during the last decades. The bathymetries surveyed in 2006, 2010, 2011, 2012 and 2013 show a good adaptation of the beach to the Dean-type equilibrium profile, though a strong short-/medium-term variability of the wave climate has been observed during the monitored periods. This suggests a slight influence of wave forcing on the long-term profiles, which seems to only depend on the sediment size. Further, the medium-term dynamics of the submerged bars and their geometric features have been related to the wave climate collected by a wave buoy located 40 km off Senigallia during the analyzed temporal windows. An overall interpretation of the complete dynamics, i.e. hydrodynamics (buoy data), sediment characteristics (equilibrium-profile A parameter) and morphodynamics (bathymetric surveys), suggests that the wave climate is fundamental for the morphodynamic changes of the beach in the medium term: waves coming from NNE/ESE are characterized by a larger/smaller steepness and induce seaward/shoreward bar migration, as well as bar smoothing/steepening. Moving southward, the bar dimension increases, while the equilibrium profile suggests a decrease of the sediment size in the submerged beach, this probably due to the presence of both harbor jetty and river mouth North of the investigated area.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/233462

Long-term and short-term morphodynamics in an unprotected sandy beach of the Adriatic Sea
GEOPHYSICAL RESEARCH ABSTRACTS
Autore/i: Postacchini, Matteo; Soldini, Luciano; Mancinelli, Alessandro; Lorenzoni, Carlo
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/229985

The EsCoSed Project: Summertime-Wintertime Evolution of the Misa River Estuarine Environment
Atti del XXII Congresso AIMETA
Autore/i: Brocchini, Maurizio; Joseph, Calantoni; Allen H., Reed; Alex, Sheremet; Tracy, Staples; Joseph, Smith; Postacchini, Matteo; Ed, Braithwaite; Tim, Kooney; Lorenzoni, Carlo; Russo, Aniello; Mancinelli, Alessandro; Soldini, Luciano; Corvaro, Sara; Coluccelli, Alessandro; Paroncini, Paolo
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/233514

Summertime conditions of a muddy estuarine environment: the EsCoSed project contribution
WATER SCIENCE AND TECHNOLOGY
Autore/i: Brocchini, Maurizio; Calantoni, J.; Reed, A. H.; Postacchini, Matteo; Lorenzoni, Carlo; Russo, Aniello; Mancinelli, Alessandro; Corvaro, Sara; Moriconi, Giacomo; Soldini, Luciano
Classificazione: 1 Contributo su Rivista
Abstract: As part of the Estuarine Cohesive Sediments (EsCoSed) project, a field experiment was performed in a highly engineered environment, acting as a natural laboratory, to study the physico-chemical properties of estuarine sediments and the associated hydro-morphodynamics during different seasons. The present contribution focuses on the results obtained from the summertime monitoring of the most downstream part of the Misa River (Senigallia, Italy). The measured hydrodynamics suggested a strong interaction between river current, wave forcing and tidal motion; flow velocities, affected by wind waves traveling upstream, changed significantly along the water column in both direction and magnitude. Surficial salinities in the estuary were low in the upper reaches of the estuary and exceeded 10 psu before the river mouth. Montmorillonite dominated the clay mineral assemblage, suggesting that large, low density flocs with high settling velocities (> 1 mms(-1)) may dominate the suspended aggregate materials.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/226471

Barriere sommerse realizzate in sacchi di geotessile: risultati e confronti di prove sperimentali
XXXIV Convegno Nazionale Idraulica e Costruzioni Idrauliche
Autore/i: Tondi, MARIA CRISTINA; Corvaro, Sara; Lorenzoni, Carlo; Mancinelli, Alessandro; Sartini, Maila
Editore: Zaccaria Editore
Luogo di pubblicazione: Napoli
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/225543

Strutture radenti in sacchi di geotessile: prove sperimentali
XXXIV Convegno Nazionale Idraulica e Costruzioni Idrauliche
Autore/i: Sartini, Maila; Corvaro, Sara; Lorenzoni, Carlo; Mancinelli, Alessandro; Tondi, MARIA CRISTINA
Editore: Zaccaria Editore
Luogo di pubblicazione: Napoli
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/225387

Physycal models of geotextile sand containers for coastal protection structures
The proceedings of the 10th International Conference on Geosynthetics
Autore/i: Corvaro, Sara; Lorenzoni, Carlo; Mancinelli, Alessandro
Editore: Deutsche Gesellschaft für Geotechnik e.V.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/225051

L’EVOLUZIONE DELLA COSTA NEL BREVE E LUNGO PERIODO: IL CASO DI SENIGALLIA (AN)
Monitoring of Mediterranean Coastal Areas: problems and measurements tecqniques
Autore/i: Soldini, Luciano; Postacchini, Matteo; Lorenzoni, Carlo; Mancinelli, Alessandro
Editore: CNR - IBIMET, Firenze
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/221313

Uno studio a scala naturale dell'idro-morfodinamica estuarina: esperimenti di campo alla foce del fiume Misa
XXXIV Convegno Nazionale Idraulica e Costruzioni Idrauliche
Autore/i: Brocchini, Maurizio; Colantoni, J.; Postacchini, Matteo; Reed, A. H.; Lorenzoni, Carlo; Mancinelli, Alessandro; Soldini, Luciano; Corvaro, Sara; Russo, Aniello; Moriconi, Giacomo; Coluccelli, Alessandro; Paroncini, Paolo; Ortenzio, Francesca; Busca, Claudia
Editore: Zaccaria Editore
Luogo di pubblicazione: Napoli
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/205867

A natural-scale study of cohesive sediment transport: The Misa River case
RIVER FLOW 2014 - Proceedings of the International Conference on Fluvial Hydraulics
Autore/i: Brocchini, Maurizio; Russo, Aniello; Calantoni, J.; Reed, A. H.; Postacchini, Matteo; Lorenzoni, Carlo; Corvaro, Sara; Mancinelli, Alessandro; Moriconi, Giacomo; Soldini, Luciano
Editore: CRC Press
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/205869

A natural-scale analysis of estuarine cohesive sediments: the EscoSed project
8th international SedNet conference - Innovative sediment management: how to do more with less
Autore/i: Brocchini, Maurizio; Calantoni, J.; Postacchini, Matteo; Reed, A. H.; Lorenzoni, Carlo; Russo, Aniello; Mancinelli, Alessandro; Corinaldesi, Valeria
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/164733

Strato limite oscillante su fondali scabri e permeabili. Prove sperimentali
Atti del XXXIII Convegno di Idraulica e Costruzioni Idrauliche
Autore/i: Corvaro, Sara; Mancinelli, Alessandro; Lorenzoni, Carlo; Mattioli, M.
Editore: EdiBios
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: CD-ROM. Tema I - Parte 5 (5e_1362)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/81625

Experimental rotations of a pendulum on water waves
JOURNAL OF COMPUTATIONAL AND NONLINEAR DYNAMICS
Autore/i: Lenci, Stefano; Brocchini, Maurizio; Lorenzoni, Carlo
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/62512

The morphological response of beaches protected by different breakwater configurations
Proc. 33rd Int. Conf. Coast. Engng-ASCE
Autore/i: Lorenzoni, Carlo; Postacchini, Matteo; Mancinelli, Alessandro; Brocchini, Maurizio
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/107265

Comparative analysis of sea wave dissipation induced by three flow mechanisms
JOURNAL OF HYDRAULIC RESEARCH
Autore/i: Postacchini, Matteo; Brocchini, Maurizio; Corvaro, Sara; Lorenzoni, Carlo; Mancinelli, Alessandro
Classificazione: 1 Contributo su Rivista
Abstract: A comparative analysis is performed on the wave energy dissipation efficiency on various coastal protection devices. In-house experimental data on the performance of two innovative coastal defence methods and of traditional submerged breakwaters have been used. The analysis provides a quantitative comparison of the efficiency of wave dissipators based on either wave-breaking turbulence, near-bed turbulence, or inside-seabed turbulence decay. The comparison is made on the basis of wave height decay patterns described as a function of suitable dimensionless parameters. The dimensionless volume of maximum turbulence decay is found to be a useful parameter for the analysis. Efficiencies in reducing the intensity of the incident waves are measured by the wave transmission coefficient, which is found to range between 0.4 and 1.0. Submerged breakwaters were found to be the most efficient wave dissipators, especially for large waves, while comparable efficiencies are provided by the three mechanisms under analysis if the flow is forced by moderate waves.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/57199

Evoluzione del profilo di equilibrio lungo le spiagge marchigiane
Atti del XXXII Convegno di Idraulica e Costruzioni Idrauliche
Autore/i: Soldini, Luciano; Corvaro, Sara; Lorenzoni, Carlo; Mattioli, M.
Editore: Walter Farina editore
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/65957

Some experimental results on the efficiency of different breakwater configuartions
ATTI DEL XXXII CONVEGNO NAZIONALE DI IDRAULICA E COSTRUZIONI IDRAULCIHE
Autore/i: Postacchini, Matteo; Lorenzoni, Carlo; Mancinelli, Alessandro; Brocchini, Maurizio
Editore: Walter Farina Editore
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/58299

On the wave damping due to a permeable seabed
COASTAL ENGINEERING
Autore/i: Corvaro, Sara; Mancinelli, Alessandro; Brocchini, Maurizio; Seta, E; Lorenzoni, Carlo
Classificazione: 1 Contributo su Rivista
Abstract: Laboratory experiments were performed to study the wave damping induced by a porous bed. During the propagation of waves over a porous medium the wave characteristics change: a significant wave height attenuation of about 20–30% is observed and, in almost all cases, an increase in wavelength. The wave decay is found to depend on the wave characteristics like the wave height, the wavelength and the wave shape. We have also studied the influence of the geometric properties of the porous bed (i.e. thickness and length) on the wave dissipation. It is found that the attenuation of the wave height increases with the permeable bed thickness and that there is a maximum wave dissipation for a length of the porous seabed equal to 2.0–2.5 times the wavelength. A comparison is also made of our findings with available literature results. A parametric study of the wave damping has been performed by varying the values of the resistance coefficients derived by both literature and experiments. Literature analytical models have been applied by using the resistance coefficients that better describe our flow conditions. All models in use underpredict the observed wave attenuation for any sensible values of the resistance coefficients.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/37014

Working of defence coastal structures dissipating by macro-roughness
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
Autore/i: Lorenzoni, Carlo; Soldini, Luciano; Brocchini, Maurizio; Mancinelli, Alessandro; Postacchini, Matteo; Seta, E; Corvaro, Sara
Editore: American Society of Civil Engineers / ASCE:1801 Alexander Bell Drive, # A776:Reston, VA 20191:(800)548-2723, (703)295-6210, EMAIL: marketing@asce.org, INTERNET: http://www.pubs.asce.org, Fax: (703)295-6211
Classificazione: 1 Contributo su Rivista
Abstract: The working features of innovative coastal defense structures that can dissipate the energy of incoming waves by the action of large-scale bottom unevennesses rigid blades covering the lower half of the water depth were investigated by means of a laboratory experimental campaign. The goal of the study was to characterize the ability of the structures to efficiently reduce the wave height with a minimal change in the mean water superelevations. Similar wave height reductions were achieved for both vertical and inclined blades; their efficiency was slightly superior to that of traditional submerged rubble-mound breakwaters of the same cross-shore extension. For the incident waves examined, very low mean water elevations were observed inshore of the structures, with the inclined blades producing the smallest values. These results suggest that the structures analyzed here could represent an alternative to submerged rubble-mound breakwaters from a hydrodynamic point of view to protect coastlines prone to erosion with minimal risk of dangerous rip currents.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50310

An experimental analysis of the hydronamics of submerged structures dissipating by macro-roughness
Proceedings of the 2nd International Conference on the Application of Physical Modelling to Port and Coastal Protection - COASTLAB 08
Autore/i: Lorenzoni, Carlo; Brocchini, Maurizio; Mancinelli, Alessandro; Soldini, Luciano; E., Seta; Postacchini, Matteo
Editore: IAHR
Luogo di pubblicazione: MADRID
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52314

Some experimental studies on the sea wave disspation over different seabeds
AIMETA 2009 Atti del XIX Congresso dell'Associazione Italiana di Meccanica Teorica e Applicata
Autore/i: Corvaro, Sara; Lorenzoni, Carlo; Postacchini, Matteo; Seta, E; Soldini, Luciano; Brocchini, Maurizio; Mancinelli, Alessandro
Editore: Aras Edizioni
Luogo di pubblicazione: ANCONA
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/51350

Some experimental studies on the sea wave dissipation over different seabeds
Atti del XIX Congresso dell'Associazione di Meccanica Teorica e Applicata
Autore/i: Corvaro, Sara; Lorenzoni, Carlo; Postacchini, Matteo; Seta, E.; Soldini, Luciano; Brocchini, Maurizio; Mancinelli, Alessandro
Editore: Aras Edizioni
Luogo di pubblicazione: Ancona
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: CD_ROM, FL-02, Paper n.117
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/65951

Study of the wave damping due to a porous bed
Atti del 2nd International Conference on the Application of Physical Modeling to Port and Coastal Protection
Autore/i: Corvaro, Sara; Seta, E.; Postacchini, Matteo; Mancinelli, Alessandro; Lorenzoni, Carlo
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/65953

Mitigating the impact on the nearshore hydro-morphodynamics of macrovortices generated at submerged breakwaters
Coastal Structures 2007 Proc. of the 5th Int. Conf.
Autore/i: Soldini, Luciano; Lorenzoni, Carlo; Mancinelli, Alessandro; Brocchini, Maurizio
Editore: World Scientific
Luogo di pubblicazione: SINGAPORE
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/42927

Mitigating the impact on the nearshore hydro-dynamics of macrovortices generated at submerged breakwaters
Proceedings of the 5th Coastal Structures International Conference - Coastal Structures 2007
Autore/i: L., Soldini; Lorenzoni, Carlo; Mancinelli, Alessandro; Brocchini, Maurizio
Editore: World Scientific
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/47629

Experimental tests on sandy beach model protected by low-crested structures
Proceedings of the 4th SCACR International Short Conference on Applied Coastal Research, IAHR
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; Postacchini, Matteo; Mattioli, M.; Soldini, Luciano; Corvaro, Sara
Editore: Nuova Bios
Luogo di pubblicazione: CASTROLIBERO (COSENZA)
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/65952

Interazione di onde con fondale poroso
AIMETA 2009 Atti del XIX Congresso dell'Associazione Italiana di Meccanica Teorica e Applicata
Autore/i: Corvaro, Sara; Lorenzoni, Carlo; Seta, E.; Mancinelli, Alessandro; Brocchini, Maurizio
Editore: Aras Edizioni
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/51347

Modeling of the wave setup inshore of an array of submerged breakwaters
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
Autore/i: Soldini, Luciano; Lorenzoni, Carlo; Brocchini, Maurizio; Mancinelli, Alessandro; Cappietti, L.
Classificazione: 1 Contributo su Rivista
Abstract: A comparative assessment of available formulae for the water setup inshore of submerged breakwaters is made on the basis of a wide and varied dataset derived from basin and flume laboratory experiments. Formulae derived from a simplified view which does not account for the horizontal flow circulation provide a large overestimate _up to one order of magnitude_ of the smaller setup values. A much better overall approximation of the measured data is obtained through formulae that consider the setup as part of a complete flow description, be it partially or fully accounting for the horizontal flow motion.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/51260

L'influenza del profilo di spiaggia sul rischio di allagamento da onde di regioni costiere: un'analisi preliminare
IDRA08 - 31° convegno nazionale di idraulica e costruzioni idrauliche
Autore/i: Soldini, Luciano; Mancinelli, Alessandro; Lorenzoni, Carlo; Brocchini, Maurizio
Editore: Morlacchi editore
Luogo di pubblicazione: PERUGIA
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: Atti del 31° convegno nazionale di idraulica e costruzioni idrauliche, CD-ROM allegato, memoria 329.pdf
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53745

Modellazione fisica per verificare il progetto di riqualificazione delle opere di difesa del litorale di Gabicce Mare
VI Convegno Nazionale delle Scienze del Mare: "Quali mari italiani?" - manifesto al sito: http://84.253.178.149/sesto_convegno.html
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; M., Molfetta; A. F., Petrillo; L., Pratola; A., Rinaldi
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/47582

Prove sperimentali in canale per onde su fondo permeabile
Atti del XXXI Convegno Nazionale di Idraulica e Costruzioni Idrauliche
Autore/i: Corvaro, Sara; Lorenzoni, Carlo; Mancinelli, Alessandro; Postacchini, Matteo; Seta, E.
Editore: Morlacchi Editore
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: CD-ROM, Paper n.332
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/65954

Prove sperimentali in canale per onde di mare su fondo permeabile
Atti del 31° convegno nazionale di idraulica e costruzioni idrauliche, CD-ROM allegato,332.pdf
Autore/i: Corvaro, Sara; Lorenzoni, Carlo; Mancinelli, Alessandro; Postacchini, Matteo; E., Seta
Editore: Morlacchi editore
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/48423

L'applicazione delle recenti normative tecniche per le costruzioni in zona sismica alle opere marittime portuali. Parte seconda: esempio di calcolo
Scritti in onore di Edoardo Benassai
Autore/i: Corvaro, Sara; Lorenzoni, Carlo
Editore: Nuova editoriale BIOS
Classificazione: 2 Contributo in Volume
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40361

Hydrodynamic laboratory tests on a dissipative submerged structure for beach protection
Proceedings of the 5th International Conference on Marine Waste Water Discharges and Coastal Environment MWWD 2008, CD-ROM
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; Postacchini, Matteo; Seta, E; Soldini, Luciano; Zanella, M.
Editore: MWWD Organization
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: (CD-Rom, pp. 13)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53130

L'applicazione delle recenti normative tecniche per le costruzioni in zona sismica alle opere marittime portuali. Parte prima: inquadramento normativo
Scritti in onore di Edoardo Benassai
Autore/i: Corvaro, Sara; Lorenzoni, Carlo
Editore: Nuova editoriale BIOS
Classificazione: 2 Contributo in Volume
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/41141

Un'analisi preliminare sul funzionamento di strutture di difesa costiere dissipanti per macroscabrezza
Atti del XVIII Congresso AIMETA di Meccanica teorica ed applicata - CD-ROM allegato, FL12-3
Autore/i: Brocchini, Maurizio; Lorenzoni, Carlo; Mancinelli, Alessandro; Soldini, Luciano
Editore: Starrylink editrice
Luogo di pubblicazione: BRESCIA
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: pubblicato in versione integrale esclusivamente in formato elettronico, CD-ROM FL12-3; 12 pp.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53790

Le costruzioni in zona sismica delle opere marittime portuali
Notiziario del Consiglio dell'Ordine degli Ingegneri della Provincia di Napoli
Autore/i: Corvaro, Sara; Lorenzoni, Carlo
Classificazione: 5 Altro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/49949

Mitiganting the impact on the nearshore hydro-morphodynamics of macrovortices generated at submerged breakwaters
Proc. Costal Structures 2007 Conference
Autore/i: Soldini, L; Lorenzoni, Carlo; Mancinelli, Alessandro; Brocchini, Maurizio
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: in stampa
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/51655

The influence of the nearshore bathymetry on the evolution of breaking wave-induced macrovortices
Proceedings of the 30th International Conference Coastal Engineering 2006
Autore/i: Soldini, Luciano; Lorenzoni, Carlo; Brocchini, Maurizio; Kennedy, A. B.
Editore: World Scientific
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52212

Shoreline Protection by means of Dissipative Structures
Proceedings of 30th International Conference on Coastal Engineering
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; Piattella, A; Soldini, Luciano
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53609

Modelli di calcolo del seup in corrispondenza di barriere sommerse in batteria.
Atti del XXX Convegno di Idraulica e Costruzioni Idrauliche
Autore/i: L., Soldini; Lorenzoni, Carlo; Mancinelli, Alessandro; Brocchini, Maurizio
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: CD-ROM, Paper N. 152, 13pp
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/43881

Modelli di calcolo del sovralzo da onde in presenza di barriere sommerse disposte in batteria
Atti del 30° Convegno Nazionale di Idraulica e Costruzioni Idrauliche - CD-ROM allegato, L152
Autore/i: Soldini, Luciano; Lorenzoni, Carlo; Mancinelli, Alessandro; Brocchini, Maurizio
Editore: Casa editrice Università La Sapienza
Luogo di pubblicazione: ROMA
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: versione integrale in formato elettronico: CD ROM L152, 9 pp.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52579

Macrovortici generati da barriere sommerse: analisi fisica e numerica
Atti del Convegno "La difesa idraulica del territorio 2003", 2° edizione, D.I.T. 2003
Autore/i: Lorenzoni, Carlo; Soldini, Luciano; Mancinelli, Alessandro; A., Piattella; Brocchini, Maurizio
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50443

Esperimenti di laboratorio ed osservazioni di campo sulle modifiche indotte al fondo da opere tracimabili
STUDI COSTIERI
Autore/i: P. L., Aminti; E., Clementi; Lorenzoni, Carlo; L., Martinelli; B., Zanuttigh
Editore: Firenze : Lito Terrazzi, 1999-
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/37009

Opere di difesa realizzate con strutture sommerse ed a cresta bassa ad Alghero (SS), Perd'e Sali (CA), Marina di Massa (MS), Marina di Pisa (PI), Porto Recanati (MC), Marina di Montemarciano (AN), Lido di Dante (RA) e Pellestrina (VE)
STUDI COSTIERI
Autore/i: Mancinelli, Alessandro; Aminti, P. L.; Archetti, R.; Atzeni, A.; Canu, V.; Cappietti, L.; Lorenzoni, Carlo; Zanuttigh, B.
Editore: Firenze : Lito Terrazzi, 1999-
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/32437

Esperimenti di laboratorio sulla circolazione indotta da strutture tracimabili e confronto con i modelli
STUDI COSTIERI
Autore/i: L., Damiani; L., Martinelli; L., Cappietti; L., Pratola; Lorenzoni, Carlo
Editore: Firenze : Lito Terrazzi, 1999-
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/37010

An experimental investigation on the hydrodynamics circulation in the presence of submerged breakwaters
Proceedings of the 5th COPRI International Conference on Ocean Wave Measurement and Analysis (Waves 2005) - CD ROM, n. 125; in versione cartacea i riassunti bipagina: Book of Abstracts
Autore/i: Lorenzoni, Carlo; Piattella, A.; Soldini, Luciano; Mancinelli, Alessandro; Brocchini, Maurizio
Editore: CEDEX
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: CD-ROM, Paper N. 125, 10 pp
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52151

Opre di difesa realizzate con strutture sommerse ed a cresta bassa ad Alghero (SS), Perd'e Sali (CA), Marina di Massa (MS), Marina di Pisa (PI), Porto Recanati (MC), Marina di Montemarciano (AN), Lido di Dante (RA) e Pellestrina (VE)
STUDI COSTIERI
Autore/i: Mancinelli, Alessandro; P. L., Aminti; R., Archetti; A., Atzeni; V., Canu; L., Cappietti; Lorenzoni, Carlo; B., Zanuttigh
Editore: Firenze : Lito Terrazzi, 1999-
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/37011

Nearshore macrovortices generated at a submerged breakwater: experimental investigation and statistical modeling
Proceedings of the 29th International Conference on Coastal Engineering
Autore/i: Soldini, Luciano; Lorenzoni, Carlo; Piattella, A.; Mancinelli, Alessandro; Brocchini, Maurizio
Editore: World Scientific Publishing
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/48421

La circolazione idrodinamica in presenza di barriere sommerse: un'analisi sperimentale
Atti del XXIX Convegno di Idraulica e Costruzioni Idrauliche
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; Soldini, Luciano; Piattella, A.; Brocchini, Maurizio
Editore: Editoriale BIOS
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53515

Rischio di risalita ondosa su spiagge a debole pendenza
XXVIII Convegno Nazionale di Idraulica e Costruzioni Idrauliche, Potenza 2002
Autore/i: Lorenzoni, Carlo; Luzi, B.; Mancinelli, Alessandro
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53055

Erosione e opere di difesa per il litorale: la costa delle Marche
Orli d’acqua: il disegno della costa e della città porto
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro
Classificazione: 2 Contributo in Volume
Abstract: Pubblicato sul quaderno dell’Istituto di Disegno, Architettura, Urbanistica dell’Università di Ancona
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/51762

Evoluzione dei profili di spiaggia in presenza di barre o barriere artificiali sommerse
XXVII Convegno di Idraulica e Costruzioni Idrauliche, Genova
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo; Soldini, Luciano
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53734

Evoluzione di una foce fluviale in presenza di prevalente azione erosiva marina
Atti del XXVII Convegno di Idraulica e Costruzioni Idrauliche, Genova
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo; Soldini, Luciano
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52336

Dinamica delle foci fluviali nelle Marche. Proposte di sistemazione e gestione
Giornate di studio su “La difesa idraulica del territorio”, Trieste
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo; Soldini, Luciano
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53482

Evoluzione batimetrica del litorale a Nord di Ancona. Analisi del trasporto solido trasversale
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; L., Soldini
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40118

Evoluzione batimetrica del litorale a nord di Ancona. Analisi del trasporto solido trasversale
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; Soldini, Luciano
Classificazione: 5 Altro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/48322

Caratteristiche sedimentologiche del litorale a Nord di Ancona. Analisi del movimento delle ghiaie
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; Soldini, Luciano
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40125

Misure di moto ondoso al largo di Ancona. Caratteristiche spettrali in acque basse
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: Lorenzoni, Carlo; Mancinelli, Alessandro; Soldini, Luciano
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40190

La regressione nella statistica bivariata per le grandezze Hs e Ts misurate in un paraggio dell'Adriatico centrale
IDROTECNICA. L'ACQUA NELL'AGRICOLTURA, NELL'IGIENE E NELL'INDUSTRIA
Autore/i: Lorenzoni, Carlo; Soldini, Luciano
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50223

Analisi della distribuzione teorica delle frequenze marginali e congiunte per la statistica bivariata di due variabili stocasticamente dipendenti
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: Soldini, Luciano; Savini, F.; Lorenzoni, Carlo
Luogo di pubblicazione: Ancona
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40191

Le opere di protezione dei litorali marchigiani
La difesa dei litorali in Italia
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo
Editore: Edizioni delle autonomie
Luogo di pubblicazione: ROMA
Classificazione: 2 Contributo in Volume
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50408

Trasformazione di spettri di moto ondoso in acque basse. Misure sperimentali nella costa marchigiana
Atti del Convegno Nazionale di Ricerca Navale e Marina NAV'90
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo; F., Savini
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/48414

Verifiche sperimentali sulla trasformazione di onde di mare in profondità finita
Atti del 23° Convegno Nazionale di Idraulica e Costruzioni Idrauliche
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/48415

Metodo S.M.B. di previsione delle onde in acque alte (metodo dell'onda significativa) e successivi approfondimenti
Autore/i: Lorenzoni, Carlo; F., Savini
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40124

Una banchina antiriflettente per il porto di Civitanova Marche
Autore/i: Mancinelli, Alessandro; Lorenzoni, Carlo
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40188

Aspetti tecnici ed ambientali nel ripascimento dei litorali marchigiani
Autore/i: P., Perucci; Lorenzoni, Carlo
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40128

Ripascimento artificiale dei litorali marchigiani: criteri di progetto, modalità di esecuzione e conseguente evoluzione delle spiagge
Atti del IV Colloquio Nazionale A.I.O.M. "Ingegneria dei sistemi offshore e marini"
Autore/i: Lorenzoni, Carlo; P., Perucci; M., Riccioni
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/48413