Luciano SOLDINI

Pubblicazioni

Luciano SOLDINI

 

83 pubblicazioni classificate nel seguente modo:

Nr. doc. Classificazioni
45 4 Contributo in Atti di Convegno (Proceeding)
28 1 Contributo su Rivista
4 2 Contributo in Volume
3 3 Libro
3 5 Altro
Anno
Risorse
2021
Experimental investigation on micro-hydropower generation and real-world application
6th IAHR Europe Congress - Book of Abstract
Autore/i: Postacchini, M.; Darvini, G.; Soldini, L.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/289469 Collegamento a IRIS

2021
How urban layout and pedestrian evacuation behaviours can influence flood risk assessment in riverine historic built environments
SUSTAINABLE CITIES AND SOCIETY
Autore/i: Bernardini, Gabriele; Romano, Guido; Soldini, Luciano; Quagliarini, Enrico
Classificazione: 1 Contributo su Rivista
Abstract: Riverine Historic Built Environments (HBEs) in urban centres are relevant scenarios for flood risk, due to the compact layout of their outdoor spaces, that are squares and streets, and their position in flood-prone areas. Differences in HBE layout can provide differences in flood risks, but excluding the response of exposed individuals can lead to risk underestimation or overestimation, as for other hazards. This work is a first attempt to compare how accounting or not pedestrian evacuation behaviours can affect flood risk assessment and emergency strategies evaluation. Parametric configurations of typical HBEs are provided on case-studies, and existing tools for hydrodynamic and pedestrian evacuation simulation are applied to them. Risk indexes for the whole HBE (macroscale) and each of its outdoor space (microscale) in it are provided. Results show how the risk indexes trends accounting or not pedestrian evacuation behaviours at the macroscale are similar, while differences at the microscale exist (about 15% in absolute terms). Concerning emergency strategies, sheltering seems to decrease the risk for the whole HBE up to 33% in comparison to leaving the flood-affected area. Results also support where/how to place gathering areas in the HBE.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/291492 Collegamento a IRIS

2020
Hydropower Generation Through Pump as Turbine: Experimental Study and Potential Application to Small-Scale WDN
WATER
Autore/i: Postacchini, Matteo; Darvini, Giovanna; Finizio, Fiorenza; Pelagalli, Leonardo; Soldini, Luciano; Di Giuseppe, Elisa
Classificazione: 1 Contributo su Rivista
Abstract: Pump-As-Turbine (PAT) technology is a smart solution to produce energy in a sustainable way at small scale, e.g., through its exploitation in classical Water Distribution Networks (WDNs). PAT application may actually represent a suitable solution to obtain both pressure regulation and electrical energy production. This technology enables one to significantly reduce both design and maintenance costs if compared to traditional turbine applications. In this work, the potential hydropower generation was evaluated through laboratory tests focused on the characterization of a pump working in reverse mode, i.e., as a PAT. Both hydrodynamic (pressure and discharge) and mechanical (rotational speed and torque) conditions were varied during the tests, with the aim to identify the most efficient PAT configurations and provide useful hints for possible real-world applications. The experimental findings confirm the good performances of the PAT system, especially when rotational speed and water demand are, respectively, larger than 850 rpm and 8 L/s, thus leading to efficiencies greater than 50%. Such findings were applied to a small municipality, where daily distribution of pressure and discharge were recorded upstream of the local WDN, where a Pressure Reducing Valve (PRV) is installed. Under the hypothesis of PRV replacement with the tested PAT, three different scenarios were studied, based on the mean recorded water demand and each characterized by specific values of PAT rotational speed. The best performances were observed for the largest tested speeds (1050 and 1250 rpm), which lead to pressure drops smaller than those actually due to the PRV, thus guaranteeing the minimum pressure for users, but also to mechanical powers smaller than 100 W. When a larger mean water demand is assumed, much better performances are reached, especially for large speeds (1250 rpm) that lead to mechanical powers larger than 1 kW combined to head drops a bit larger than those observed using the PRV. A suitable design is thus fundamental for the real-world PAT application.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/275984 Collegamento a IRIS

2020
Sandbar dynamics in microtidal environments: Migration patterns in unprotected and bounded beaches
COASTAL ENGINEERING
Autore/i: Melito, Lorenzo; Parlagreco, Luca; Perugini, Eleonora; Postacchini, Matteo; Devoti, Saverio; Soldini, Luciano; Zitti, Gianluca; Liberti, Luca; Brocchini, Maurizio
Classificazione: 1 Contributo su Rivista
Abstract: Novel observations of bar features and migration patterns at three Italian sandy beaches in Senigallia (central Adriatic Sea) and Terracina (central Tyrrhenian Sea) are presented. While two of these beaches are unprotected, one is artificially embayed through the presence of a concrete jetty. Bar locations and motions are analysed with video imagery data sets from coastal monitoring stations. Wave climate from the Copernicus oceanographic model is used to correlate hydrodynamics and beach morphology. Clear net offshore migration (NOM) patterns are identified at all beaches, although exhibiting different response scales. At the low-slope beach of Senigallia (mean surf zone slope of 0.009) bars are more sensitive to seasonal changes in wave climate, with offshore shifts in winter and inactivity in summer. Mean annual migration rates of up to 0.26 m/day and 0.09 m/day are observed for outer and inner bars, respectively. No significant response to single storms is observed, except during a single NNE storm. No distinct erosive or accretive trend for the shoreline is evidenced. At the steep beach of Terracina (mean surf zone slope of 0.018), conversely, bars are strongly responsive to single storm events, with displacements of up to 25–50 m across a single storm. The mean inter-annual migration rate is 0.08 m/day for the single/outer bar, whereas a slight onshore trend (-0.02 m/day) for the newborn inner bar is established. The presence of an artificial jetty at the Misa river mouth in Senigallia, finally, leaves the bar system, typically oscillating around an equilibrium position, susceptible to larger seasonal oscillations and strong offshore migration due to two ESE storm events. Numerical simulations of nearshore circulation for two storms from different directions predict the birth of longshore currents, higher ratios of significant wave height to water depth, and stronger bottom orbital velocities over bars in case of the ESE storm, suggesting a greater tendency for offshore-directed sediment transport.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/283529 Collegamento a IRIS

2019
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 Collegamento a IRIS

2019
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 Collegamento a IRIS

2019
Monitoring for Coastal Resilience: Preliminary Data from Five Italian Sandy Beaches
SENSORS
Autore/i: Parlagreco, Luca; MELITO, LORENZO; Devoti, Saverio; PERUGINI, ELEONORA; SOLDINI, Luciano; ZITTI, GIANLUCA; BROCCHINI, Maurizio
Classificazione: 1 Contributo su Rivista
Abstract: Video-monitoring can be exploited as a valuable tool to acquire continuous, high-quality information on the evolution of beach morphology at a low cost and, on such basis, perform beach resilience analyses. This manuscript presents preliminary results of an ongoing, long-term monitoring programme of five sandy Italian beaches along the Adriatic and Tyrrhenian sea. The project aims at analyzing nearshore morphologic variabilities on a time period of several years, to link them to resilience indicators. The observations indicate that most of the beach width variations can be linked to discrete variations of sandbar systems, and most of all to an offshore migration and decay of the outermost bars. Further, the largest net shoreline displacements across the observation period are experienced by beaches with a clear NOM (Net Offshore Migration)-type evolution of the seabed.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/265226 Collegamento a IRIS

2019
Linear depth inversion sensitivity to wave viewing angle using synthetic optical video
COASTAL ENGINEERING
Autore/i: Perugini, Eleonora; Soldini, Luciano; Palmsten, Margaret L.; Calantoni, Joseph; Brocchini, Maurizio
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/269388 Collegamento a IRIS

2018
A new video monitoring station along the Adriatic coast
XXXVI Convegno nazionale di Idraulica e Costruzioni Idrauliche
Autore/i: Perugini, Eleonora; Soldini, Luciano; Palmsten, Margaret L.; Calantoni, Joseph; Brocchini, Maurizio
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/266318 Collegamento a IRIS

2018
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 Collegamento a IRIS

2018
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 Collegamento a IRIS

2017
Extreme rainfall statistics in the Marche region, Italy
HYDROLOGY RESEARCH
Autore/i: Soldini, Luciano; Darvini, Giovanna
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/249347 Collegamento a IRIS

2017
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 Collegamento a IRIS

2017
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 Collegamento a IRIS

2016
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, L.; Postacchini, M.; Lorenzoni, C.
Editore: EdiBios, Cosenza, Italy
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/246467 Collegamento a IRIS

2016
Analisi multicriteri per la definizione del tracciato di una condotta adduttrice
IDRA16 - Atti del XXXV Convegno Nazionale di Idraulica e Costruzioni Idrauliche
Autore/i: SOLDINI, Luciano; DARVINI, GIOVANNA; MANCINELLI, ALESSANDRO; Palmieri, S.
Editore: DICAM - Università di Bologna - ALMA MATER STUDIORUM A.D. 1088
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/239523 Collegamento a IRIS

2016
Shock trains on a planar beach: quasi-analytical and fully numerical solutions
NATURAL HAZARDS
Autore/i: Soldini, Luciano; Antuono, M.; Brocchini, Maurizio
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/239520 Collegamento a IRIS

2015
The EsCoSed Project: Summertime-Wintertime Evolution of the Misa River Estuarine Environment
Atti del XXII Congresso AIMETA
Autore/i: Maurizio BROCCHINI; Joseph CALANTONI; Allen H. REED; Alex SHEREMET; Tracy STAPLES; Joseph SMITH; Matteo POSTACCHINI; Ed BRAITHWAITE; Tim KOONEY; Carlo LORENZONI; Aniello RUSSO; Alessandro MANCINELLI; Luciano SOLDINI; Sara CORVARO; Alessandro COLUCCELLI; Paolo PARONCINI
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/233514 Collegamento a IRIS

2015
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 Collegamento a IRIS

2015
Analisi dei trend delle precipitazioni intense nelle Marche
Idrologia di bacino e rischi naturali: monitoraggio, previsione, prevenzione e mitigazione in un contesto di cambiamenti globali
Autore/i: Soldini, Luciano; Darvini, Giovanna
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/233463 Collegamento a IRIS

2015
Pressure control for WDS management. A case study
PROCEDIA ENGINEERING
Autore/i: Darvini, Giovanna; Soldini, Luciano
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/227968 Collegamento a IRIS

2015
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 Collegamento a IRIS

2015
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 Collegamento a IRIS

2014
Analisi statistica dei cambiamenti delle precipitazioni intense nelle Marche (Italia)
XXXIV Convegno Nazionale Idraulica e Costruzioni Idrauliche
Autore/i: Soldini L.; Darvini G.; Mancinelli A.
Editore: Zaccaria Editore
Luogo di pubblicazione: Napoli
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/205865 Collegamento a IRIS

2014
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: L. Soldini; M. Postacchini; C. Lorenzoni; A. Mancinelli
Editore: CNR - IBIMET, Firenze
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/221313 Collegamento a IRIS

2014
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 M.; Colantoni J.; Postacchini M.; Reed A.H.; Lorenzoni C.; Mancinelli A.; Soldini L.; Corvaro S.; Russo A.; Moriconi G.; Coluccelli A.; Paroncini P.; Ortenzio F.; Busca C.
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 Collegamento a IRIS

2014
Calibration of Numerical Model of WDS in a Real Case
PROCEDIA ENGINEERING
Autore/i: Darvini, G.; Soldini, L.
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/225245 Collegamento a IRIS

2014
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 M.; Russo A.; Calantoni J.; Reed A.H.; Postacchini M.; Lorenzoni C.; Corvaro S.; Mancinelli A.; Moriconi G.; Soldini L.
Editore: CRC Press
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/205869 Collegamento a IRIS

2014
Vorticity generation due to cross-sea
JOURNAL OF FLUID MECHANICS
Autore/i: M. Postacchini; M. Brocchini; L. Soldini
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/166702 Collegamento a IRIS

2013
Numerical modeling of the influence of the beach profile on wave run-up
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
Autore/i: L. Soldini; M. Antuono; M. Brocchini
Classificazione: 1 Contributo su Rivista
Abstract: An analysis of the run-up over different beach profiles is performed to evaluate the influence of the seabed shape on shore flooding. The analysis was carried out on the basis of numerical solutions of the nonlinear shallow water equations. The chosen solver was shown to provide reliable (both quantitatively and qualitatively) run-up results by comparing numerical solutions (of both solitary and regular waves) with the only available analytical solution forced by a localized topographic change. The run-up patterns on both a natural beach profile and three simpler and schematic profiles derived from it were evaluated. Different wave conditions (both random and groups) were used for a total amount of 96 different cases of inundation. Results are expressed in terms of both maximum (Zmax) and steady-state (Zsteady) run-up. It is found that both types of run-up depend on the offshore variable sqrt(H0L0), as suggested by several available studies, and that, for all tested cases, random waves induce the largest Zmax compared with the wave groups. The largest Zmax is induced by the composite-planar profile for both random waves and groups. An important similarity is found for both Zmax and Zsteady induced by all wave types over the natural and equilibrium profiles, giving further support to the use of an equilibrium profile as representative of the natural profile. Attempts at finding an equivalent planar beach highlight unavoidable difficulties in choosing such a profile and reinforce the idea that the concept of an equivalent planar beach cannot bridge dynamics occurring from the depth of closure to the run-up. More likely, such a concept is only suitable to describe dynamics that are local to the foreshore.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/82212 Collegamento a IRIS

2012
Un'analisi preliminare sul ruolo della vegetazione nell'idrodinamica dei canali a sezione composta
Atti del XXXIII Convegno Nazionale di Idraulica e Costruzioni Idrauliche
Autore/i: Soldini L.; Postacchini M.; Brocchini M.
Editore: EdiBios, Cosenza, Italia
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/80053 Collegamento a IRIS

2012
On the role of the Chezy frictional term near the shoreline
THEORETICAL AND COMPUTATIONAL FLUID DYNAMICS
Autore/i: Antuono M.; Soldini L.; Brocchini M.
Classificazione: 1 Contributo su Rivista
Abstract: The behavior of the Chezy frictional term near the shoreline has been studied in detail. An asymptotic analysis valid for water depths going to zero clearly shows that the use of such a term implies a non-receding motion of the shoreline. This phenomenon is induced by a thin layer of water which, because of frictional forces, remains on the beach and keeps it wet seaward of the largest run-up. However, the influence of such a frictional layer of water on the global wave motion is very weak and practically negligible for most of the swash zone flow dynamics. The existence of a non-receding shoreline has led to some clarifications on the role of some ad-hoc tools used in numerical models for the prediction of the wet/dry interface.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/63436 Collegamento a IRIS

2012
Bore-induced macrovortices over a planar beach: the cross-sea condition case
Proceedings of the 33rd International Conference on Coastal Engineering 2012
Autore/i: M. Postacchini; M. Brocchini; L. Soldini
Editore: ASCE-COPRI Coastal Engineering Research Council
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Abstract: Wave breaking over submerged topographic obstacles leads to vorticity generation and, at times, to the generation of strong offshore-directed rip currents. The generation of finite-length breakers may also be induced by the positive interaction of wave trains propagating to shore with a relative angle. Such an interaction gives rise to a short-crested system, this, in turn, generating both breakers of finite crossflow length and an intense associated vorticity. We here analyze such a vorticity generation mechanism specifically focusing on the location where wave breaking occurs. To this purpose we both derive a simple theory, based on the well-known theory of wave ray propagation, and perform ad-hoc numerical simulations, using a NSWE (Nonlinear Shallow Water Equations) solver. A fairly good comparison between such preliminary theoretical and numerical results suggests that the present work be used as the basis for future analyses of vorticity generation by cross-seas.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/128723 Collegamento a IRIS

2010
Evoluzione del profilo di equilibrio lungo le spiagge marchigiane
Atti del XXXII Convegno di Idraulica e Costruzioni Idrauliche
Autore/i: Soldini L.; Corvaro S.; Lorenzoni C.; Mattioli M.
Editore: Walter Farina editore
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/65957 Collegamento a IRIS

2010
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 Collegamento a IRIS

2009
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 C.; Mancinelli A.; Postacchini M.; Mattioli M.; Soldini L.; Corvaro S.
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 Collegamento a IRIS

2009
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 Collegamento a IRIS

2009
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: C. LORENZONI; M. BROCCHINI; A. MANCINELLI; L. SOLDINI; E. SETA; M. POSTACCHINI
Editore: IAHR
Luogo di pubblicazione: MADRID
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52314 Collegamento a IRIS

2009
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 S.; Lorenzoni C.; Postacchini M.; Seta E.; Soldini L.; Brocchini M.; Mancinelli A.
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 Collegamento a IRIS

2009
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 Collegamento a IRIS

2009
Modeling of the wave setup inshore of an array of submerged breakwaters
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE
Autore/i: SOLDINI L; LORENZONI C; BROCCHINI M; A. MANCINELLI; 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 Collegamento a IRIS

2008
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 C; MANCINELLI A; POSTACCHINI M; SETA E; L. SOLDINI; 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 Collegamento a IRIS

2008
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: L. SOLDINI; A. MANCINELLI; C. LORENZONI; M. BROCCHINI
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 Collegamento a IRIS

2008
Use of numerical models to study land-based sedimentation and subsequent nearshore morphological evolution
COASTAL ENGINEERING
Autore/i: Dodd, N; STOKER A., M; Garnier, R; Vittori, G; DE LOS SANTOS, F; Brocchini, Maurizio; Soldini, Luciano; Losada, M. A.
Classificazione: 1 Contributo su Rivista
Abstract: A beach sedimentation problem is presented. This problem involves assessing the impact and importance of land-based sediment sources (erosion from gullies during intense rainfall, and directly from cliffs by wave action) on morphodynamic changes at a beach. The site motivating the study is La Barrosa beach, Spain. The location is described and a discussion of possible approaches presented. A schematized representation of a gully and beach is used. A hybrid approach is adopted, in which sediment deposition by run-off (and to a lesser extent cliff erosion) is modelled using wave-resolving hydrodynamic models. It is found that significant amounts of sediment can be supplied by gully run-off during storms. For small run-offs the swash can be involved in determining the region of deposition within the gully area, with longer period motions favouring increased sediment deposition at gully sides. Simulations also show that swash motions can erode gully sides, and the presence of a cross-shore jet associated with the swash and gullies can also impact on sediment movement. Longer term, wave-averaged morphodynamic modelling (without a swash zone) indicates that run-off deposits subsequently diffuse laterally, whether under normal or oblique incidence. These simulations also reveal the possibility of underlying crescentic bar-shedding dynamics that may pertain during changes of wave conditions.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/30494 Collegamento a IRIS

2007
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 Collegamento a IRIS

2007
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: M. BROCCHINI; C. LORENZONI; A. MANCINELLI; L. SOLDINI
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 Collegamento a IRIS

2006
Nearshore mixing and macrovortices
Vorticity and turbulence effects in fluid-structure interaction
Autore/i: BROCCHINI M.; PIATTELLA A.; SOLDINI L.; MANCINELLI A.
Editore: WIT Press
Luogo di pubblicazione: SOUTHAMPTON
Classificazione: 2 Contributo in Volume
Abstract: Horizontal mixing of shallow coastal flows is studied with a specific focus on the role played by large-scale horizontal eddies (macrovortices). Within the classic depth-averaged Nonlinear ShallowWater Equations (NSWE) framework, generation of such macrovortices can be described through one single mechanism for which lateral gradients of shock-type solutions introduce vorticity in the flow. This mechanism is intensely activated when waves break over discontinuous topographic features like natural longshore sand bars or man-made submerged breakwaters. Description of macrovortex-induced mixing is given on the basis of numerical solutions of the NSWE and interpreting the results of specifically-designed laboratory experiments. Deterministic results concerning the generation/evolution of macrovortices are obtained and statistics of passive tracers are used to interpret the overall dynamics in terms of 2D turbulence theory. Preliminary results indicate differences in the mixing features of flows induced by isolated and arrays of submerged breakwaters. A discussion is also proposed on possible approaches for improving our knowledge/modeling of such type of mixing.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/38917 Collegamento a IRIS

2006
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: L. SOLDINI; LORENZONI C; MANCINELLI A; BROCCHINI M
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 Collegamento a IRIS

2006
Shoreline Protection by means of Dissipative Structures
Proceedings of 30th International Conference on Coastal Engineering
Autore/i: LORENZONI C; A. MANCINELLI; PIATTELLA A; SOLDINI L
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53609 Collegamento a IRIS

2006
Topographically controlled, breaking-wave-induced macrovortices. Part 2. Changing geometries
JOURNAL OF FLUID MECHANICS
Autore/i: KENNEDY A.; M. BROCCHINI; SOLDINI L.; GUTIERREZ E.
Classificazione: 1 Contributo su Rivista
Abstract: This is the second part of a series examining the behaviour of breaking-waveinduced macrovortices. The first part examined theoretically general behaviours during startup conditions, and gave computational results for macrovortex generation and their evolution on widely spaced breakwaters. In this paper, we extend and test qualitatively and quantitatively some of the basic results of Part 1, in particular the initial longshore vortex transport for a wide range of geometries ranging from narrow rip current topographies to isolated breakwaters. Accounting for the presence of a shoreline is found to be necessary for the representation of longshore vortex transport. Results show vortex motion ranging from strongly offshore in the case of a narrow rip current, to strongly longshore in the case of an isolated breakwater. Even with the significant approximations inherent in the analytical predictions, numerical computations using time-domain Boussinesq-type equations and laboratory experiments confirm the trends. Part 3 examines the horizontal mixing features of wave-induced flows over isolated (single-breakwater configuration) or multiple (ripcurrent configuration) submerged structures.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52097 Collegamento a IRIS

2005
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 C.; PIATTELLA A.; SOLDINI L.; A. MANCINELLI; BROCCHINI M.
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 Collegamento a IRIS

2005
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: C. LORENZONI; L. SOLDINI; A. MANCINELLI; A. PIATTELLA; M. BROCCHINI
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50443 Collegamento a IRIS

2005
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 Collegamento a IRIS

2005
Modellazione numerica della circolazione attorno ad opere tracimabili
STUDI COSTIERI
Autore/i: BALZANO A.; CAPPIETTI L.; L. SOLDINI; ZANUTTIGH B.
Editore: Firenze : Lito Terrazzi, 1999-
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/30493 Collegamento a IRIS

2005
Mescolamento trasversale in canali composti naturali
Giornate di studio su “La difesa idraulica del territorio 2003”, Trieste
Autore/i: PIATTELLA A.; SOLDINI L.; A. MANCINELLI; BROCCHINI M.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53072 Collegamento a IRIS

2004
Macrovortices-induced mixing in coastal and riverine environments
ERCOFTAC Bullettin - Theme Issue: Geophysical and Environmental Turbulence Modeling
Autore/i: L. SOLDINI; A. PIATTELLA; M. BROCCHINI; A. MANCINELLI
Editore: ERCOFTAC
Luogo di pubblicazione: LOUSANNE
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/31522 Collegamento a IRIS

2004
La circolazione idrodinamica in presenza di barriere sommerse: un'analisi sperimentale
Atti del XXIX Convegno di Idraulica e Costruzioni Idrauliche
Autore/i: LORENZONI C.; A. MANCINELLI; SOLDINI L.; PIATTELLA A.; BROCCHINI M.
Editore: Editoriale BIOS
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53515 Collegamento a IRIS

2004
Macrovortices-induced horizontal mixing in compound channels
OCEAN DYNAMICS
Autore/i: SOLDINI L.; PIATTELLA A.; BROCCHINI M.; MANCINELLI A.; BERNETTI R.
Classificazione: 1 Contributo su Rivista
Abstract: We investigate, within the framework of the nonlinear shallow water equations (NSWE), the generation and evolution of large-scale eddies with vertical axis (macrovortices hereinafter) which are responsible for much of the horizontal mixing occurring at the boundaries between the main channel and the flood planes of a compound channel. We show that the mechanism of generation of vorticity is essentially inviscid and is analogous to that occurring at a curved shock. Numerical experiments performed by means of a recently developed shock-capturing model for the solution of the NSWE, and described in Brocchini et al. (2001), clarify some features of macrovortices generation and allow us to quantify the momentum transfer across the channel.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/51010 Collegamento a IRIS

2004
Topographically controlled, breaking-wave-induced macrovortices. Part 1. Widely separated breakwaters
JOURNAL OF FLUID MECHANICS
Autore/i: BROCCHINI M.; KENNEDY A.; SOLDINI L.; MANCINELLI A
Classificazione: 1 Contributo su Rivista
Abstract: In this and the companion paper (Part 2) we examine experimentally, computationally, and analytically the behaviour of breaking-wave-induced macrovortices during startup conditions. Widely separated breakwaters and rip current topographies are chosen as opposite ends of the parameter space. Part 1 examines generation mechanisms using phase-resolving and phase-averaged approximations, and suggests several simple predictive relations for general behaviour. Vortex trajectories and shedding periods for wave breaking on widely spaced breakwaters are also considered in detail. Results show broad agreement with theoretical trajectories. Predictions of vortex shedding periods on breakwater heads show excellent agreement with computations. Part 2 examines startup macrovortices on rip current topographies using computations and laboratory experiments, and changes in behaviour as the system transitions from wide to narrow gap width.
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50565 Collegamento a IRIS

2003
Parallel computing for nearshore hydrodynamics
Coastal Engineering VI: Computer Modelling and Experimental Measurements of Seas and Coastal Regions
Autore/i: BERNETTI R.; BROCCHINI M.; MANCINELLI A.; L. SOLDINI
Editore: WIT Press
Luogo di pubblicazione: SOUTHAMPTON
Classificazione: 2 Contributo in Volume
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/51660 Collegamento a IRIS

2003
Lateral mixing in natural compound channels
Proc. XXX IAHR Congress
Autore/i: PIATTELLA A.; L. SOLDINI; MANCINELLI A.; BERNETTI R.; BROCCHINI M.
Editore: International Association for Hydraulic Research:PO Bajo Virgen del Puerto 3, 28005 Madrid Spain:011 34 91 3557908, EMAIL: iahr@iahr.org, INTERNET: http://www.iahr.org, Fax: 011 31 91 3357935
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53059 Collegamento a IRIS

2003
Macrovortices-induced mixing in coastal and riverine environments
E.G.S. Assembly - Geophysical Research Abstracts
Autore/i: SOLDINI L.; M. BROCCHINI; MANCINELLI A; PIATTELLA A; BERNETTI R
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53596 Collegamento a IRIS

2002
Are structure-generated macrovortices important for nearshore dynamics?
Atti del XXVIII Convegno di Idraulica e Costruzioni Idrauliche
Autore/i: SOLDINI L.; MANCINELLI A; BERNETTI R.; M. BROCCHINI; SCALAS P.
Editore: Editoriale Bios
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50338 Collegamento a IRIS

2002
The flow circulation induced by waves overpassing a submerged breakwater
6° Congresso Nazionale della SIMAI, Chia Laguna (CA), Italia
Autore/i: L. SOLDINI; MANCINELLI A.; BERNETTI R.; BROCCHINI M.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/42721 Collegamento a IRIS

2002
Unsteady horizontal mixing in estuaries and channels.
Abstracts 11th Int. Conf. on the Physics of the Estuaries and Coastal Seas
Autore/i: SOLDINI L.; PIATTELLA A.; A. MANCINELLI; BERNETTI R.; BROCCHINI M.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53709 Collegamento a IRIS

2002
Structure-generated macrovortices and their evolution in very shallow depths
Coastal Engineering 2002 - Proc. of the 28th International Conference
Autore/i: BROCCHINI M; MANCINELLI A.; L. SOLDINI; BERNETTI R.
Editore: World Scientific Publishing
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53594 Collegamento a IRIS

2001
Modelling the effects of structures on nearshore flows.
Waves 2001: 1th International Symp. on Ocean Wave Measur. and Analysis, ASCE
Autore/i: A. MANCINELLI; SOLDINI L..; BROCCHINI M.; BERNETTI R.; SCALAS P.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52759 Collegamento a IRIS

2000
Evoluzione di una foce fluviale in presenza di prevalente azione erosiva marina
Atti del XXVII Convegno di Idraulica e Costruzioni Idrauliche, Genova
Autore/i: A. MANCINELLI; LORENZONI C.; SOLDINI L.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/52336 Collegamento a IRIS

2000
Evoluzione dei profili di spiaggia in presenza di barre o barriere artificiali sommerse
XXVII Convegno di Idraulica e Costruzioni Idrauliche, Genova
Autore/i: MANCINELLI A.; LORENZONI C.; L. SOLDINI
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53734 Collegamento a IRIS

1999
A procedure for small hydroelectric plants refurbishment
Uprating & Refurbishing Hydro-powerplants Conference, Berlin
Autore/i: FERRI M.; SAVINI F.; L. SOLDINI
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/42666 Collegamento a IRIS

1999
Dinamica delle foci fluviali nelle Marche. Proposte di sistemazione e gestione
Giornate di studio su “La difesa idraulica del territorio”, Trieste
Autore/i: A. MANCINELLI; LORENZONI C.; SOLDINI L.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/53482 Collegamento a IRIS

1998
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 C.; MANCINELLI A.; L. SOLDINI
Classificazione: 5 Altro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/48322 Collegamento a IRIS

1998
Il concetto di sforzo per un continuo classico e la Meccanica di Newton
26° Convegno di Idraulica e Costruzioni Idrauliche, Catania
Autore/i: VITALE A.; L. SOLDINI
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/42724 Collegamento a IRIS

1998
Caratteristiche sedimentologiche del litorale a Nord di Ancona. Analisi del movimento delle ghiaie
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: C. LORENZONI; A. MANCINELLI; L. SOLDINI
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40125 Collegamento a IRIS

1998
Misure di moto ondoso al largo di Ancona. Caratteristiche spettrali in acque basse
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: C. LORENZONI; A. MANCINELLI; L. SOLDINI
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40190 Collegamento a IRIS

1995
Proposta di un metodo matriciale per lo studio di impatto ambientale applicato alla realizzazione di una diga in terra con invaso ad uso irriguo
RIVISTA DI INGEGNERIA AGRARIA
Autore/i: PERUCCI P.; SAVINI F.; L. SOLDINI
Editore: -Pisa : ETS, 2002-2006 -Bologna : Edagricole
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/30491 Collegamento a IRIS

1994
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 C.; SOLDINI L.
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/50223 Collegamento a IRIS

1994
La correlazione 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: MANCINELLI A.; L. SOLDINI
Editore: Maggioli Spa:Casella Postale 290, Div Periodici, I 47900 Rimini Italy:011 39 0541 628275, 011 39 0541 8008460, EMAIL: periodici@maggioli.it, INTERNET: http://www.maggioli.it/editore, Fax: 011 39 0541 622020
Classificazione: 1 Contributo su Rivista
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/30489 Collegamento a IRIS

1993
Modello numerico a raggi per lo studio della propagazione del moto ondoso nella zona dei frangenti
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: MANCINELLI A.; L. SOLDINI
Classificazione: 5 Altro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/49476 Collegamento a IRIS

1993
Chiarimenti per la costruzione della funzione di densità della probabilità congiunta di due variabili stocasticamente dipendenti
Atti dell’Istituto di Idraulica dell’Università di Ancona
Autore/i: Soldini L.; Savini F.
Luogo di pubblicazione: Ancona
Classificazione: 5 Altro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/83067 Collegamento a IRIS

1993
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 L.; Savini F.; Lorenzoni C.
Luogo di pubblicazione: Ancona
Classificazione: 3 Libro
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/40191 Collegamento a IRIS

1992
Integrazione numerica delle equazioni di de Saint Venant per la determinazione del profilo dell’onda susseguente ad un ipotetico diagramma di rottura di una diga in terra
23° Convegno di Idraulica e Costruzioni Idrauliche, Firenze
Autore/i: PERUCCI P.; SAVINI F.; L. SOLDINI; FORTUNA M.
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/42671 Collegamento a IRIS

1990
Modello matematico ‘quasi-tridimensionale’ per lo studio delle correnti marine nelle aree costiere
Convegno Nazionale di Ricerca Navale e Marina "NAV '90", Ancona
Autore/i: IOVENITTI L.; MANCINELLI A.; L. SOLDINI
Classificazione: 4 Contributo in Atti di Convegno (Proceeding)
Scheda della pubblicazione: https://iris.univpm.it/handle/11566/42723 Collegamento a IRIS




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