The tidal flats of the Venetian Lagoon — locally referred to as velme when subtidal and barene when they emerge at low tide — are among the most ecologically active zones in the entire system. They provide foraging habitat for wading birds, nursery grounds for juvenile fish, and substrate for benthic invertebrate communities. Over the past several decades, these areas have been subject to measurable change that alters their structure and ecological function.
The Sediment Balance Problem
Tidal flats maintain their elevation relative to sea level through a balance between sediment deposition and erosion. In natural systems, riverine inputs contribute suspended sediment that settles on flat surfaces during slack water periods. The Venetian Lagoon was historically supplied with sediment from several rivers that emptied directly into the basin.
Beginning in the sixteenth century and continuing through the twentieth, most of these rivers were diverted outside the lagoon to prevent sediment buildup in the navigation channels serving Venice. While this protected port access, it effectively cut off the lagoon from its primary sediment source. The result has been a persistent deficit: more sediment leaves the lagoon through tidal flushing at the three inlets than enters from external sources.
The three tidal inlets — Lido, Malamocco, and Chioggia — exchange large volumes of water with the Adriatic Sea each tidal cycle. Net sediment transport through these inlets has historically been outward, meaning the lagoon loses fine material on a persistent basis.
Depth Increases and Flat Submersion
When tidal flats erode faster than they accumulate, they deepen. Areas that were formerly intertidal become permanently submerged, losing their ecological character as transitional habitat. Bathymetric surveys conducted by Italian research institutions have documented this deepening in parts of the central lagoon, particularly in areas situated away from the main navigation channels but exposed to wind-driven wave action.
Wind waves in a lagoon context are relatively short but can exert significant bottom shear stress on shallow flats. In areas where depth has increased to between one and two metres, wave energy at the bottom is sufficient to resuspend fine sediments that were previously protected by the shallowness of the water column. This creates a self-reinforcing cycle: deepening increases wave energy at the bottom, which accelerates erosion, which further increases depth.
The Role of Navigation Channels
During the twentieth century, major industrial development at Porto Marghera and the expansion of petrochemical facilities required deep-draught vessel access. The Canale dei Petroli, dredged to depths well below the natural lagoon floor, created a high-capacity corridor that altered tidal flow patterns across the central basin. Water moving through the lagoon during tidal cycles was directed preferentially through the deep channel, modifying the velocity distribution in adjacent shallows.
Some studies have suggested that the combination of increased channel depth and redistribution of tidal energy contributed to accelerated erosion in areas of the central lagoon. The Venice Lagoon Research Programme, coordinated through CNR ISMAR, produced detailed hydrodynamic analyses of these effects using combined field measurements and numerical models.
Salt Marsh Dynamics
Barene — the emergent salt marshes of the lagoon — face a somewhat different set of pressures. These platforms are vegetated by salt-tolerant species including Spartina spp., Salicornia spp., and Limonium spp. Vegetation slows water flow across the surface, encouraging sediment deposition, and root systems bind substrate to resist erosion at the marsh edge.
Relative sea level rise — the combined effect of absolute sea level increase and land subsidence — has reduced the elevation of barene surfaces relative to mean high water. When surface elevation falls below a critical threshold, inundation duration increases, eventually stressing or eliminating the vegetation. Without vegetation, the protective feedback loop is broken and erosion of the marsh edge accelerates.
Subsidence Context
Land subsidence in the Venice area has two components. Natural geological compaction of young Holocene sediments contributes a background rate. Groundwater extraction for industrial use during the mid-twentieth century significantly accelerated subsidence, particularly in the area of Marghera and the mainland. Although deep well pumping was restricted following recognition of the problem, some of the subsidence that occurred is irreversible.
Current Monitoring Approaches
Morphological change in the lagoon is tracked through a combination of methods. Bathymetric surveys at fixed station grids allow comparison of bottom elevation over time. Aerial and satellite remote sensing provides spatial coverage for detecting changes in the extent of intertidal areas. Sediment traps and acoustic Doppler current profilers deployed at research stations record the direction and magnitude of sediment transport under different wind and tidal conditions.
ISPRA (Istituto Superiore per la Protezione e la Ricerca Ambientale) maintains monitoring infrastructure in the lagoon as part of national coastal observing responsibilities. ARPA Veneto conducts regular water quality surveys that include turbidity measurements, which serve as a proxy indicator of sediment transport activity.
| Flat Type | Elevation | Typical Substrate | Key Pressure |
|---|---|---|---|
| Velme (subtidal) | Below MLLW | Fine mud, silt | Wave-driven resuspension, deepening |
| Velme (intertidal) | Around MLLW to MTL | Silty sand, mud | Tidal current redistribution |
| Barene (salt marsh) | Around MTL to MHWS | Organic-rich mud | Relative sea level rise, edge erosion |
Restoration Considerations
Various approaches to counteracting flat loss have been studied or trialled. Sediment nourishment — introducing dredged material onto eroding flat surfaces — has been implemented on a limited basis. Salt marsh edge protection using brushwood fences has been applied in some areas to reduce wave attack at vulnerable margins. The MOSE flood barrier project at the three inlets, completed in its main structural phase, was designed primarily to protect Venice from exceptional high water events; its influence on long-term morphological processes within the lagoon remains a subject of scientific discussion.
References
- Carniello, L., Defina, A., Fagherazzi, S., D'Alpaos, L. (2005). A combined wind wave–tidal model for the Venice lagoon, Italy. Journal of Geophysical Research. doi:10.1029/2004JF000232
- Fagherazzi, S. et al. (2006). Numerical models of salt marsh evolution. Earth-Science Reviews. Published by Elsevier.
- CNR ISMAR — Venice Lagoon research documentation. ismar.cnr.it
- ARPA Veneto — Water monitoring reports for the Venetian Lagoon. arpa.veneto.it