Please use this identifier to cite or link to this item: http://hdl.handle.net/2122/5339
AuthorsFaggioni, O.* 
Soldani, M.* 
Piangiamore, G. L.* 
Ferrante, A.* 
Bencivenga, M.* 
Arena, G.* 
Nardone, G.* 
TitleHarbour water managment for port structures and sea bottom design, coast proximity navigation managment, water quality control.
Issue Date7-Oct-2008
URIhttp://hdl.handle.net/2122/5339
Keywordsmonitoraggio ambientale
mareografia
monitoraggio portuale
Subject Classification03. Hydrosphere::03.01. General::03.01.02. Equatorial and regional oceanography 
03. Hydrosphere::03.01. General::03.01.04. Ocean data assimilation and reanalysis 
03. Hydrosphere::03.01. General::03.01.08. Instruments and techniques 
04. Solid Earth::04.03. Geodesy::04.03.05. Gravity variations 
04. Solid Earth::04.03. Geodesy::04.03.06. Measurements and monitoring 
AbstractTide is a sea level up-down water motion basically depending on three different phenomena: the Earth-Moon-Sun gravitational relationship, the water surface fluid reaction to atmospheric meteorological dynamic action and the Newtonian vertical adjustment of the sea surface due to atmospheric pressure variations. The first tide component (astro-tide) is periodic and well known in all points of the Earth surface; the second one is directly related to the meteorological phenomenon and then it is foreseeable; the Newtonian component, on the contrary, is not readily predictable by a general hydrostatic law, because the factor “J” that represents the Newtonian transfer (from the atmospheric weight to the consequent sea level) is variable in each harbour area. A statistical study and the related numerical data interpretation of the measurements performed in the Ports of Genoa, La Spezia, Marina di Carrara, Livorno, Piombino, Civitavecchia and Ravenna (belonging to the Italian Newtonian Meteotide Network) show port values of Jph (from 1.4-1.6 cm/hPa to > 2 cm/hPa, on the contrary of the off-shore areas where Jph is about 1 cm/hPa). This phenomenon (hydrobarometric tide wave) produces even double values of harbour sea level fluctuations amplitude in comparison to astronomic tide sea level oscillations, and is characterized by a wavelength from 8-12 h to same days and a 10-25 days/year as mean temporal occurrence in the Northern Tyrrhenian Sea. This is the most relevant ordinary risk factor for our ports activity and structures design. The present note shows a quantitative method to define the values of Jph factor for ports and its use in the Harbour WaterSide Management (HWSM) based on the joined use of barometers, hydrometers and clocks, the preliminary results related to the use of the gravimeters as hydrobarometric predictor in La Spezia Port and two examples of use of Jph factor in the port management: refloating of a landing ship and optimisation of a dock performance as pleasure boats mooring.
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