Marco Luppichini

Dr. Marco Luppichini

Freelance Journalist and Media Researcher
+2
orcid

Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 March 2022 in Science of The Total Environment
Verified
Journal Article
Closed access
MLMarco Luppichini
Marco Luppichini
MICHELE BARSANTIMICHELE BARSANTI
MICHELE BARSANTI
RGRoberto Giannecchini
Roberto Giannecchini
MBmonica bini
monica bini

1 August 2021 in Marine Pollution Bulletin
Verified
Journal Article
Closed access
UAUmberto Andriolo
Umberto Andriolo
Gil GonçalvesGil Gonçalves
Gil Gonçalves
NBNelson Guillermo Rangel Buitrago
Nelson Guillermo Rangel Buitrago
MPMarco Paterni
Marco Paterni
FBFilipa Bessa
Filipa Bessa
SMSilvia Merlino
Silvia Merlino

1 January 2021 in Atmospheric Research
Verified
Journal Article
Closed access
MLMarco Luppichini
Marco Luppichini
MBMichele Barsanti
Michele Barsanti
RGRoberto Giannecchini
Roberto Giannecchini
MBMonica Bini
Monica Bini

6 April 2023 in Science of The Total Environment
Verified
Journal Article
Closed access
MLMarco Luppichini
Marco Luppichini
MBMonica Bini
Monica Bini
RGRoberto Giannecchini
Roberto Giannecchini
GZGiovanni Zanchetta
Giovanni Zanchetta

9 July 2019 in Remote Sensing
Verified
Journal Article
Open access
PDF file
MLMarco Luppichini
Marco Luppichini
Massimiliano FavalliMassimiliano Favalli
Massimiliano Favalli
IIIlaria Isola
Ilaria Isola
Luca NannipieriLuca Nannipieri
Luca Nannipieri
RGRoberto Giannecchini
Roberto Giannecchini
MBmonica bini
monica bini
The Versilia plain, a well-known and populated tourist area in northwestern Tuscany, is historically subject to floods. The last hydrogeological disaster of 1996 resulted in 13 deaths and in loss worth hundreds of millions of euros. A valid management of the hydraulic and flooding risks of this territory is therefore mandatory. A 7.5 km-long stretch of the Versilia River was simulated in one-dimension using river cross-sections with the FLO-2D Basic model. Simulations of the channel flow and of its maximum flow rate under different input conditions highlight the key role of topography: uncertainties in the topography introduce much larger errors than the uncertainties in roughness. The best digital elevation model (DEM) available for the area, a 1-m light detection and ranging (LiDAR) DEM dating back to 2008–2010, does not reveal all the hydraulic structures (e.g., the 40 cm thick embankment walls), lowering the maximum flow rate to only 150 m3/s, much lower than the expected value of 400 m3/s. In order to improve the already existing input topography, three different possibilities were considered: (1) to add the embankment walls to the LiDAR data with a targeted Differential GPS (DGPS) survey, (2) to acquire the cross section profiles necessary for simulation with a targeted DGPS survey, and (3) to achieve a very high resolution topography using structure from motion techniques (SfM) from images acquired using an unmanned aerial vehicle (UAV). The simulations based on all these options deliver maximum flow rates in agreement with estimated values. Resampling of the 10 cm cell size SfM-DSM allowed us to investigate the influence of topographic resolution on hydraulic channel flow, demonstrating that a change in the resolution from 30 to 50 cm alone introduced a 10% loss in the maximum flow rate. UAV-SfM-derived DEMs are low cost, relatively fast, very accurate, and they allow for the monitoring of the channel morphology variations in real time and to keep the hydraulic models updated, thus providing an excellent tool for managing hydraulic and flooding risks.

11 January 2021 in Remote Sensing
Verified
Journal Article
Open access
PDF file
MBmonica bini
monica bini
NCNicola Casarosa
Nicola Casarosa
MLMarco Luppichini
Marco Luppichini
Coastal erosion coupled with human-induced pressure has severely affected the coastal areas of the Mediterranean region in the past and continues to do so with increasing intensity today. In this context, the Pisa coastal plain shows a long history of erosion, which started at the beginning of the nineteenth century. In this work, shoreline positions derived from historical maps as well as airborne and DGPS (Differential Global Positioning System) surveys were analyzed in a GIS (Geographic Information System) environment to identify the main changes that have occurred in the last 142 years. These analyses were compared with 100 years of discharge data measured at the S. Giovanni alla Vena gauge to identify a possible correlation between the two sets of information. Finally, Sentinel-2 and Landsat images were studied to identify the dispersion of sediments transported by the Arno River. In particular, we found a minimum of fluvial discharge in the years 1954, 1978, and 2012 corresponding to a peak of erosion, while the reduced erosion rate and the fluvial discharge increased in the years 1928–1944, 1954–1975, and after 2012. The qualitative anticorrelation between discharge and erosion is particularly true if we take into account flood events with a value of discharge greater than 700 m3/s, which are those able to transport suspended sand. The remote sensing analyses of Sentinel-2 images acquired during the floods of 6 February 2019 and 3 December 2019, under the most typical wind and sea state conditions for this area (wind coming from SW and storms coming from W/SW and SW) show that during these events a consistent amount of sediment was transported by the river. However, the majority of these sediments are not deposited along the coastline but are dispersed offshore. Grain-size analyses on the transported sediment show that plumes are formed by coarse-to-medium sand, suitable for coastal nourishment, but the reconstructed sediment dispersion lines show that some sectors of the coastline are constantly in the shade. These areas are the most affected by erosion.