Descrizione 1
Devis Canesso, Marco Cordella, Franco Crosato
A continuous monitoring over time of the variations of the astronomical tidal amplitude allows to highlight the hydrodynamic and therefore morphological changes inside the Venice Lagoon, which owes its survival to the maintenance of delicate environmental balances. The width of the tide in the lagoon is compared with the characteristic one of the Gulf of Venice, belonging to the same area from a geological point of view, but exempt from the anthropic intervention that distinguishes the transition environment considered. The tidal height trend is now substantially stable throughout the lagoon, after the strong variations observed as a result of profound changes introduced to the lagoon morphology during the first decade of the century.
The astronomical tidal excursion is that oscillating movement of open water resulting from the Earth’s rotation motion around its axis and the gravitational pull forces of the Earth-Sun-Luna system. It manifests itself with variable entities in the different seas and oceans and in the Adriatic Sea has the greatest amplitude of the entire Mediterranean basin. The tidal wave, going up the Adriatic in an anti-clockwise direction, enters the lagoon through the three mouths of port (Lido, Malamocco, Chioggia) and spreads inside adapting to the tortuous and variable bottom conformation of the canals. This morphological configuration, typical of coastal lagoons, is able to slow down the propagation and dampen the amplitude of the tide wave. This indicator measures the variations in astronomical tidal height over time at different points in the lagoon. The indicator is based on the tidal data collected at the stations of the Mareographical Network of the Lagoon of Venice and the coastal arc North Adriatico (RMLV), for whose structure, articulation and functionality is referred to the website www.venezia.isprambiente.it.
Through the monitoring of long-term changes on the tide propagation characteristics within the Venice Lagoon, the indicator provides information on the morphological evolution of the lagoon basin and on the possible variations in the hydraulic structures of the lagoon, using as a measuring parameter the damping of the tidal wave compared to the open sea.
The indicator shall meet the knowledge requirements set out in Annex II to Directive 2000/60/EC on coastal waters and transitional waters.
Descrizione 2
- Comune di Venezia-CPSM, ISPRA, CNR-ISMAR, Previsioni delle altezze di marea per il bacino San Marco e delle velocità di corrente per il Canal Porto di Lido - Laguna di Venezia. Valori astronomici. 2024, Comune di Venezia-CPSM, ISPRA, CNR-ISMAR
- Lionello, P., Barriopedro, D., Ferrarin, C., Nicholls, R. J., Orlić, M., Raicich, F., Reale, M., Umgiesser, G., Vousdoukas, M., and Zanchettin, D.: Extreme floods of Venice: characteristics, dynamics, past and future evolution (review article), Nat. Hazards Earth Syst. Sci., 21, 2705–2731, https://doi.org/10.5194/nhess-21-2705-2021, 2021.
- Matticchio B., Carniello L., Canesso D., Ziggiotto E., Cordella M. "Recenti variazioni della propagazione della marea in Laguna di Venezia: effetti indotti dalle opere fisse alle bocche di porto" in D'Alpaos L. (ed.) "La Laguna di Venezia e le nuove opere alle bocche", Istituto Veneto di Lettere Scienze e Arti, 2017, Venezia.
- Ferrarin C., Tomasin A., Bajo M., Petrizzo A., Umgiesser G., "Tidal changes in a heavily modified coastland wetland", Continental Shelf Review 101 (2015) 22-23.
- Cordella M., Zampato L., Pastore F., Tomasin A., Canestrelli P., "Le tavole annuali di marea per Venezia", Istituto Veneto LL. SS. AA. Atti 169 (2010-2011).
- D’Alpaos L. (2010) “L’evoluzione morfologica della Laguna di Venezia attraverso la lettura di alcune mappe storiche e delle sue carte idrografiche”, Comune di Venezia, Istituzione Centro Previsioni e Segnalazioni Maree.
- Ferla M., Cordella M., Michielli L., Rusconi A., "Long-term variations on sea level and tidal regime in the lagoon of Venice", Estuarine, Coastal and Shelf Science 75 (2007) 214-222.
- Sposito A. e Vultaggio M., (1988), "Analisi armonica e previsione della marea", Giannini Editore.
- IOC (1985), "Manual on sea level measurement and interpretation", UNESCO.
- Goldmann A. et al. (1975), Characteristic of the tidal wave in the lagoon of Venice, Venice Scientific Center.
- Polli S. (1960), “La propagazione delle maree nell’Adriatico”, Atti del IX convegno dell’Associazione Geofisica Italiana.
- Polli S. (1952), "Propagazione della marea nella laguna di Venezia", Annali di Geofisica, vol. n. 2. pp. 273-292.
- Magistrato alle Acque di Venezia - Ufficio Idrografico, Annali Idrologici.
- www.venezia.isprambiente.it
Qualificazione dati
www.venezia.isprambiente.it
www.comune.venezia.it/maree
The Lagoon of Venice
1989-2023
Qualificazione indicatore
Starting from the historical series of tidal data observed in various stations of the lagoon, the calculation of the components of the astronomical tide is carried out for each year and for each year by breaking down into harmonics. For each component you get a delay and a width. This indicator considers the sum of the amplitudes of the seven main day and semi-diurnal components, sufficient to correctly describe the astronomical tide in the Upper Adriatic. A support is also presented with a “detotion index”, calculated as a ratio between the tidal height of the various stations taken into account inside the lagoon and that of Acqua Alta Platform, located in the Gulf of Venice and representative of the conditions at sea just outside the Venice Lagoon. With the entry into operation of the Mo.S.E. mobile barriers at the three mouths of the port of Lido, Malamocco and Chioggia, which took place for the first time on 3 October 2020, the data recorded from the stations inside the lagoon undergo further processing. Since 2020 in fact, since the barriers exclude the lagoon from the natural tidal oscillation to protect Venice and its lagoon from the most severe high waters, in conditions of the lagoon regulated the measured data are purified of the closing periods of the mobile gates, with the addition of an additional interval of 6 hours after the reopening, estimated time for the rebalancing of the lagoon hydraulic arrangements.
The Venice Lagoon is historically an environment by its nature in unstable equilibrium, being exposed both to the risk of burial, due to the contribution of river sediments during floods, and to the risk of transformation into a sea arm, with consequent loss of specificity of transitional environment. To avoid the risk of progressive burial, the Serenissima Republic of Venice in the past centuries brought to a successful hydraulic engineering interventions, which determined the diversion of the major rivers that originally flowed inside or in any case near the port mouths (Piave, Sile, Brenta, Adige, Po). The other danger, coming from the sea, was faced by reinforcing part of the sandy coasts that separate the Lagoon of Venice from the Adriatic Sea (the so-called "walls" of the Lido and Pellestrina). During the nineteenth century the port mouths were protected by long dams forane in order to ensure navigability and to prevent the formation of coastal bars of obstacle to navigation, building the so-called “armings” at the mouths. During the twentieth century the large artificial canals were excavated to favor the portualità (the Vittorio Emanuele III and the Malamocco-Marghera) and finally after 2000 begin the work on the port mouths for fixed works and the housing on the backdrop of the movable barriers against floods from high tide (the so-called "Mo.S.E."). Having made this general premise on the historical events that have affected the Venetian Lagoon, it is necessary to define a standard reference condition to which it is possible to be traced back to make comparisons over time. This condition is identified in the tide recorded at the Acqua Alta Water Platform station, located 8 nautical miles off the coast of Venice. This point of observation has the advantage of sharing the general characteristics of the basin of the North Adriatic and of being at the same time exempt from the effects of interventions in the lagoon and the works to the port mouths. It is also not affected by the presence of the coast or piers, with the consequent effects related to the wind and wave setup during the most intense weather events. The tide enters the lagoon through the three mouths of the port of Lido, Malamocco and Chioggia, propagating through the major navigable canals that depart from them and the vast system of meandering natural channels, interacting with the shallow waters, velvesting and barenes, morphological structures typical of a complex lagoon system. The longer the length of the tidal wave path, the greater the effects on the amplitude and phase of the wave itself. In the case of artificial channels, from the rectified course, the inertial effects prevail over dissipative ones and damping are minimal or absent, while the opposite takes place on the slums and along the small channels that ply the areas of velma or barena, where the propagation of the tidal wave is hindered by the friction effects on the bottom. To account for this complexity, the monitoring sites that have been chosen in the indicator are representative of different conditions, some more natural than other more man-made. It was also tried to give a homogeneous cover to the entire lagoon basin, monitoring stations located both just inside the port mouths, and in locations more inland to the lagoon, up to the contermine lagoon (Figure 1). Compared to the substantially stable trend of the astronomical tide recorded in the Acqua Alta Platform, there are considerable variations that are found within the Lagoon of Venice, with differentiated responses in the various sites proposed in the analysis (Figure 2). The variations, observed in a multi-year range, affected all the stations inside the lagoon during the first decade of the century, while the sea reference station remained substantially constant. This explains the calculation of a “damping index”, which uses that station data as a fixed reference. These variations are observed from 2005 until 2011, while the start of work on the port mouths is to be referred to the two-year period 2003/2004. In recent years, tide heights have stabilized on a new level, lower than that of the last century, with slight annual fluctuations, inherent in the variability of the tidal phenomenon.
The substantial stability of the astronomical tide since the beginning of the 90s is interrupted in all stations inside the lagoon since 2003-2004, with significant changes at the astronomical tide in the lagoon mirror (Table 1). These anomalies, to be attributed to the changes to the port mouths (fixed works on the bottom, lateral and lunate shrinkages in front), reflect the changes to the tidal current regime. They also have negative repercussions on the erosive processes linked to the loss of sediments in the lagoon basin, which cause a consequent deterioration of the characteristics of the transitional environment. It is noted, in particular, a sharp decrease in the astronomical tide height within the lagoon (but not at sea), approximately between 2005 and 2010/11. Over the last few years, however, there has been a substantial stability of the indicator inside the lagoon, which leads to the evaluation of the trend as “stable”. After the slight decrease in the amplitudes recorded by all stations in 2022, during 2023 there was a slight increase that brought the tidal height back to the values of the previous years (Figure 2). It is possible that the slight growth in the stations in the lagoon in recent years, and in particular in 2023, is an effect of the lower number of data, selected not by chance, corresponding to the actual closures of the Mo.S.E. system, which in 2023 was activated more frequently than in previous years (29 times, compared to 12 in 2022, 21 in 2021, 16 in 2020).
Dati
Figure 1: Map of the tidal stations
ISPRA elaboration on data Municipality of Venice - Forecast Center and Tide and ISPRA Reports
Sigle stations: PT: Piattaforma Acqua Alta; BU: Burano; CH: Chioggia Vigo; FR: Faro Rocchetta; GB: Grassabò; MA: Marghera; Se: Sant'Erasmo; PS: Punta Salute; VA: Valle Averto
Table 1: Height of the astronomical tide
ISPRA elaboration on data Municipality of Venice - Forecast Center and Tide and ISPRA Reports
Station: PT: Piattaforma Acqua Alta; BU: Burano; CH: Chioggia Vigo; FR: Faro Rocchetta; GB: Grassabò; MA: Marghera; SE: Sant'Erasmo; PS: Punta Salute; VA: Valle Averto
Figure 2: Height of the astronomical tide
ISPRA elaboration on data Municipality of Venice - Forecast Center and Tides and Reports and ISPRA
Station: PT: Piattaforma Acqua Alta; BU: Burano; CH: Chioggia Vigo; FR: Faro Rocchetta; GB: Grassabò; MA: Marghera; Se: Sant'Erasmo; PS: Punta Salute; VA: Valle Averto
Figure 3: Humping of the astronomical tide
ISPRA elaboration on data Municipality of Venice - Forecast Center and Tides and Reports and ISPRA
Station: PT: Piattaforma Acqua Alta; BU: Burano; CH: Chioggia Vigo; FR: Faro Rocchetta; GB: Grassabò; MA: Marghera; Se: Sant'Erasmo; PS: Punta Salute; VA: Valle Averto
The trend of the astronomical tide is consistent internally in the lagoon in the early years of the available series, however, in the following years 2003-2004 (starting of the works at the port mouths) there is a general loss of height of the astronomical tide, estimated between 4 and 8 cm in all stations inside the lagoon (Figure 2). It should be noted that the reduction of the tidal height does not take place in a synchronously in all the locations: for the stations closest to the port mouths of Lido and Chioggia manifests itself by 2010, while for those fed by the mouth of Malamocco there are more slow dynamics, accompanied also by a greater loss of height. The extreme northern lagoon, finally, very far from the sea, shows that it has not yet fully stabilized its astronomical. To facilitate the reading of the indicator, it is also proposed the evaluation of the relative damping of the tide, expressed as the ratio between the annual height of the individual stations and that of Acqua Alta Platform, considered representative of the northern Adriatic basin. In this way, the Platform series remains fixed at 1 and the relative changes recorded by the internal stations (Figure 3) are detected. This approach has the advantage of clearly highlighting the answer of the Lagoon of Venice to the deep participations that have modified in a rigid way the morphology of the port mouths, in particular the narrowing of the amplitude of the mouths and the reduction to fixed quota of the backdrop, preliminary works to the installation of the caissons and the movable bulkheads of the Mo.S.E. Despite some differences, the tide height varies in all stations considered (Table 1). The interventions have modified the characteristics of the incoming and outgoing flow from each port mouth, altering the lagoon areas of the respective influence. The northern portion (Burano and Grassabò), while recording decreases in the height of the astronomical tide, is less affected by this variation than other areas, which see significantly reduced tidal amplitude over the years. Some stations, moreover, respond in a clearer way than others: Faro Rocchetta, located just inside the mouth of the port of Malamocco, Punta Salute and Marghera, located in the central lagoon, one in the historic center, the other in the industrial area, next to margined canals, all show a similar trend, with a clear reduction until 2010 and a subsequent period of relative stability. Finally, in the last decade, the various locations inside the lagoon respond in a differentiated way with respect to the Gulf of Venice (Platform station) to the different stresses and morphological changes of all the port mouths (Lido, Malamocco and Chioggia). These variations are directly reflected in the displacement of the stripes of the different subbasins and in the alteration of the resulting lagoon currents. In conclusion, the variations highlighted after 2003-2004 gave rise to a lagoon with a deeply modified hydraulic layout compared to the previous situation, with implications at the average depth of the seabed, current structure, solid transport and loss of sediments that are still to be evaluated and monitored over time in their complexity.