Ejemplos de Marinas Italianas

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    Prof. Leopoldo Franco

    ([email protected])

    DESIGN OF ITALIAN MARINAS

    AND RECENT ANALYSIS OF STORM DAMAGE

    UNIVERSITA DI ROMA TRE

    Land-sea margins: wave overtoppingand protection along the coastline

    Marinas byModimar 2003

    MAIN NEW ASPECTS OF MARINA DESIGN

    Attention to environment, history anb beauty!

    reducedvisual impact (low crest, lessconcrete)

    water quality (forced circulation,openingsthroughbreakwaters)

    reducedimpact to beaches (bypass)

    removability of structures(caissons, pontoons)

    Experience from ancient Roman harbours

    PORT OF CLAUDIUS ROME (42 A.D.)

    MARINA LAYOUTS

    Original round central planshapes

    safer navigation access

    better hydraulic performances

    reduced morphodynamic impacts

    nicer architectonic image

    CANNIGIONE (Sardinia)

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    ACITREZZA (Sicily)CATANIA (Sicily) RIO MARTINO (Lazio)

    wave penetration model

    EXISTING INLET NEW PROPOSED DESIGN

    PISTICCI (Basilicata) MARINA DI GROSSETO (TUSCANY) - 2003 MARINA DI GROSSETO (TUSCANY) - 2003

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    Marina village Costa Turchese (Sardinia) - 1991 CANOUAN (CARIBBEAN SEA) TURGUTREIS (TURKEY)

    TURGUTREIS (TURKEY) - 2003OSTIA (Rome) -20 00

    OSTIA

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    SALIVOLI (Tuscany) -2 000SALIVOLI

    SALIVOLI

    CATANIA (breakwater cross sections)

    OVERSPILL CHANNEL AT ARMOUR CREST

    TO REDUCE OVERTOPPING

    2D and 3D model tests

    SALERNO MARINA:

    Expensive tandem breakwater solution(not a MODIMAR design!)

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    MIXED ARMOURED MOUNDS (*)

    AND ECOLOGICAL UNITS(*25% OF ROCK ON UPPER EMERGED TETRAPOD SLOPE)

    ECOPODE

    Mola marina (Elba, Tuscany) breakwater design

    Depth= 10 m, Hs= 2.0 m, Ts=8.0 s

    Removable caissons and precast crown modules

    Deep 0.5 wide gap between caisson for flushing

    Perforated front-rear-cross walls

    ABSORBING CAISSONS FOR MARINA

    QUAYWALLS AND VENICE CHANNELS(AGAINST BOAT WAKE: T=1.5 2.5 s)

    OSTIA MARINA CROSS SECTIONSCLASH WP6 Hazard and economic analysis related to overtopping

    Analysis of damages to Italian marinas due to wave overtopping

    Storms november

    2000-2001

    RapalloSan Remo

    Salivoli

    Marina degli

    Aregai

    Marina location

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    Salivoli Salivoli Salivoli

    Salivoli: damage summary

    The structural damages due to overtopping were small (around

    200,000 ), plus a few boats failures.

    Damage is mainly related to the small pavement block, to some 20

    broken plastic pedestals and to the small displacement of a fixed pier

    Salivoli Rapallo

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    Rapallo Rapallo Rapallo

    Rapallo: damage summary

    Apart from the damage to the breakwater rock armour, the

    overtopping water caused the collapse of some 120 m of gravity type

    quaywall with a consequent reconstruction cost of about 1 million,

    while the total damage to the quay fittings and supply plants was

    estimated as 700,000 .

    San RemoSan Remo

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    San Remo

    San Remo

    Structural damage (cracking of pavement, removal of parapet flagstone

    revetment, dismantling of 22 concrete pedestals, sinking of one floating

    pier) for a total estimated damage of 500,000 .

    Eight small yachts, four cars and one van were sunk with a total

    economic loss for their owners estimated as 600,000 .

    San Remo : damage summary

    Attempt of estimating from video-recordingthe single

    overtopping volume; Salivoli marina, 11 nov2001.

    ( ) =end

    start

    t

    t

    t

    W dzdttzuV

    )(

    0

    ,

    ( ) NudttuVend

    start

    t

    t

    W == ( )dttNend

    start

    t

    t

    =

    Assume that u does not vary during the

    overtopping time and over the water depth

    Vov/m=u*max*tov/2

    Linearshallow water wave:

    Depth-limited breakingwave:

    smghc /3.8==

    hH = ( ) smghc /1.111 =+=

    CELERITY OF THE OVERTOPPING WAVES

    VELOCITY OF THE OVERTOPPING WATER

    u=c ??

    00,00 s

    02,64 s

    Total overtopping

    time: 2,64 s

    Maximum waterdepth

    over the crest: 3.55 m

    00,63 s

    Vov=40 m3/m but u is

    probably overestimated

    and what is the air

    content?

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    Some conclusions:

    Overtopping storms may cause significant

    economic losses mainly to yachts and utilities(e.g. 2 M per marina).

    Minor damage occurred with q= 10 l/s/m and

    estimated Vmax=10 m3/m; larger damage

    with q=50 l/s/m and Vmax= 50 m3/m

    THANK YOU FOR YOUR ATTENTIONTO HAZARDS !!