Abstract
The origin of the sands in the Venice lagoon has been the subject of an extensive field survey in parallel with numerical modelling. Four transects along Treporti and Burano canals were conducted from which 33 bottom sediment samples were collected. These samples were analysed for grain size and sorting to examine any trends in the granulometry of these sediments that might shed light on transport paths. The modelling study consists of three parts: the sediment transport model sedtrans96 was used with a finite-element hydrodynamic model (Shyfem) and an empirical wave model (US Army Corps of Engineering) to simulate sand transport in the Treporti canal. A type of link box model was created where finite elements of the hydrodynamic model have been combined to macro-boxes on which the water and sediment flux over the sections, and a mass balance has been computed. Several grain size classes were simulated; the distributions before and after the simulation were examined. Idealised wind and tidal values were initially used to force 12 h simulations to test the sediment transport sensitivity. Finally, a full-year simulation (1987) has been carried out using measured tidal and wind data. Only a part of Venice lagoon was covered by the simulation: a major channel (Treporti) running from Lido inlet towards the northern lagoon. The total sand transport through all of the sections was computed for 1 year. Sediment mass balance was determined, and the resulting trends of erosion and deposition were computed. There were no trends in the median grain diameter and sorting of bottom samples from the Treporti canal; all sands were fine (120 μm, one outlier of 300 μm was removed). The absence of a trend in grain size suggests that there is no significant import of sand to the lagoon through the Lido inlet. The results from the simulations seem therefore to confirm the hypothesis of reworking of sand within the lagoon. The computed erosion is some centimeters per year diagnostic of channel scouring and enlargement with time. The Treporti canal is subject to strong current velocities of around 1 m/s, which hold fine sand in suspension and thus prevent sedimentation.
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Amos CL, Bergamasco A, Umgiesser G, Cappucci S, Cloutier D, DeNat L, Flindt M, Bonardi M, Cristante S (2004) The stability of tidal flats in Venice lagoon—the results of in situ measurements using two benthic, annular flumes. J Mar Syst 51:211–241
Amos CL, Helsby R, Umgiesser G, Mazzoldi A, Tosi L (2005) Sand transport in northern Venice lagoon. In: P. Campostrini (ed) Scientific research and safeguarding of Venice. Proceedings of Corila research program 2003 results, vol III. Corila, Venezia, pp 369–383
Bagnold RA (1963) Mechanics of marine sedimentation. In: Hill MN (ed) The Sea, vol 3. Wiley, New York, pp 507–527
Bagnold RA (1966) An approach to the sediment transport problem from general physics. U. S. Geol Surv Prof Pap 4421:37
Brown CB (1950) In: Rouse H (ed) Engineering hydraulics. Wiley, New York, p 1039
Bruun P (1978) Stability of tidal inlets, theory and engineering. Elsevier, Amsterdam, The Netherlands, p 506
Carter RWG (1988) Coastal environments. An introduction to the physical, ecological and cultural systems of coastlines. Academic, London
Chick K (2002) A sidescan survey of Lido Entrance, Venice Lagoon. Unpublished B.Sc. Thesis, University of Southampton
Coastal Engineering Manual (1998) Engineering design. COASTAL GEOLOGY. Publ. Dept. of the Army, Washington, Manual No. 1110-2-1810
Consorzio Venezia Nuova (1993) Il recupero morfologico della Laguna di Venezia, Suppl. ai Quaderni Trimestrali, n. 1
Coraci E, Umgiesser G, Sclavo M, Amos CL (2004) Modeling sand transport in the Venice Lagoon inlets, In: Scientific research and safeguarding of Venice, vol II. Corila, Venice
Cucco A, Umgiesser G (2005) Modeling the tide induced water exchanges between the Venice Lagoon and the Adriatic Sea. In: Campostrini P (ed) Scientific research and safeguarding of Venice. Proceedings of Corila research program 2003 results. Vol. III. Corila, Venezia, pp 385–402
Cucco A, Umgiesser G (2006) Modeling the Venice Lagoon residence time. Ecol Model 193(1–2):34–51
EMPHASYS Consortium (2000) A guide to prediction of morphological change within estuarine systems. MAFF Project FD1401 Publication: 53 p+Appendixes
Engelund F, Hansen E (1967) A monograph on sediment transport in alluvial streams. Teknisk Vorlag, Copenhagen Denmark, p 62
Gacic M, Mancero Mosquera I, Kovacevic V, Mazzoldi A, Cardin V, Arena F, Gelsi G (2004) Temporal variations of water flow between the Venetian lagoon and the open sea. J Mar Syst 51:33–47
Gazzi P, Zuffa GG, Gandolf G, Paganelli L (1973) Provenienza e dispersione litoranea delle sabbie delle spiagge adriatiche fra le foci dell’Isonzo e del Fogilia: inquadramento regionale. Mem Soc Geol Ital 12:1–37
Gibbs RJ, Mathews MD, Link DA (1971) The relationship between sphere size and settling velocity. J Sediment Petrol 41:7–18
Grant WD, Madsen OS (1986) The continental shelf bottom boundary layer. Annu Rev Fluid Mech 18:265–305
Hubbard DK, Oertel G, Nummedal D (1979) The role of waves and tidal currents in the development of tidal-inlet sedimentary structures and sand body geometry: examples from North Carolina and Georgia. J Sediment Petrol 49:1073–1092
Kjerve B, Magill KE (1989) Geographic and hydrodynamic characteristics of shallow coastal lagoons. Mar Geol 88:187–199
Li MZ, Amos CL (1997) SEDTRANS96: upgrade and calibration of the GSC sediment transport model. Geological Survey of Canada Atlantic Open File Report 3512, p 140
Li MZ, Amos CL (2001) Sedtrans96: the upgraded and better calibrate sediment transport model for continental shelves. Comput Geosci 27:619–645
Lin W, Sanford LP, Alleva BJ, Schwab DJ (1998) Surface wind wave modeling in Chesapeake Bay. Proceedings of the third international conference on ocean wave measurements and analysis. ASCE, Virginia Beach, VA, pp 1048–1062
Miller MC, McCave IN, Komar PD (1977) Threshold of sediment motion under unidirectional currents. Sedimentology 24:507–527
Provincia di Venezia (1998) Piano per la gestione delle risorse alieutiche delle lagune della Provincia di Venezia, Assessorato della Caccia e Pesca della Provincia di Venezia, Venezia
Shepard FP (1954) Nomenclature based on the sand–silt–clay ratios. J Sediment Petrol 24(3):151–158
Solidoro C, Melaku Canu D, Cucco A, Umgiesser G (2004) A partition of the Venice Lagoon based on physical properties and analysis of general circulation. J Mar Syst 51:147–160
U.S. Army Engineer Waterways Experiment Station (1984) Shore Protection Manual. U.S. Government Printing Office, Washington DC, U.S.
Umgiesser G (2000) Modeling residual currents in the Venice Lagoon. In: Yanagi T (ed) Interactions between estuaries, coastal seas and shelf seas. Terra Scientific Publishing Company (TERRAPUB), Tokyo, pp 107–124
Umgiesser G, Melaku Canu D, Cucco A, Solidoro C (2004a) A finite element model for the Venice Lagoon. Development, set up, calibration and validation. J Mar Syst 51:123–145
Umgiesser G, Sclavo M, Carniel S, Bergamasco A (2004b) Exploring the bottom stress variability in the Venice Lagoon. J Mar Syst 51:161–178
Wentworth CK (1922) A scale of grade and class terms for clastic sediments. J Geol 30:377–392
Yalin MS (1963) An expression for bedload transportation. J Hydraul Div, Proc ASCE 89(HY3):221–250
Acknowledgements
This work was carried out with the partial support of various Corila projects. The authors also want to acknowledge the financial support of the Venice Port Authority. Thanks also to G. Taroni for the help with the statistical elaborations.
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Umgiesser, G., De Pascalis, F., Ferrarin, C. et al. A model of sand transport in Treporti channel: northern Venice lagoon. Ocean Dynamics 56, 339–351 (2006). https://doi.org/10.1007/s10236-006-0076-z
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DOI: https://doi.org/10.1007/s10236-006-0076-z