design of port terminals

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    Vermelding onderdeel organisatie

    1

    Design of Port Terminals

    43rd International Port Seminar

    Prof. Han Ligteringen

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    Types of terminals

    Conventional General cargo

    Multipurpose

    Containers

    Ro-Ro

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    Types of terminals (cont.)

    Liquid bulk

    Dry bulk

    Fruit / food

    Cars

    Fisheries

    Cruise / passengers

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    Terminal Planning

    Masterplan phase: quay length

    terminal surface area

    First assessment by applying capacity ratios

    (ton/m/year; ton/m2/year) Calculation using parameterized formulae

    Fst= * A * (td/365) * C* f(Ps/Pl/Ptd)

    Design by applying queuing theory or simulationmodels

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    Definitions capacity

    Maximum instantaneous capacity

    for design internal transport facilities

    Optimum capacity ( To )

    smooth operation, acceptable waiting times

    Maximum annual capacity To x total no. of hrs/ year

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    Capacity Ratios

    Quay length

    Conventional Gen. Cargo 500-750 t/m/yr

    Containers 3000-10,000 t/m/yr

    (300 1000 TEU/m/yr)

    Coal 25,000-75,000 t/m/yr

    Iron ore 50,000-150,000 t/m/yr

    Crude oil/VLCC 700 mt/berth/yr

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    Capacity Ratios (cont.)

    Terminal Area

    Conventional Gen. Cargo 4-6 t/m2/yr

    Containers 16-20

    Coal 15-25

    Iron ore 30-40

    Crude oil 40-50

    NB: m2 = Gross surface area, incl. internal roads,buildings etc.

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    General Cargo Terminal

    1. Quay length:

    n = Cs/Cb Lq = 1.1 * n (Ls+ 15) + 15

    Cb=p*N*t*mb

    2. Terminal area

    Per storage facility:O = (f1*f2*Cis*td)/(mis*h**365)

    Additional surface area: roads, parking, offices

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    Upgrading Conventional GC Terminal

    Multi-purpose terminal.

    Combination with container terminal and/or Ro-Rofacilities

    All-weather terminal.

    Handling of paper, steel, etc.

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    All-Weatherterminal

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    Upgrading Conventional GC Terminal

    Multi-purpose terminal.

    Combination with container terminal and/or Ro-Rofacilities

    All-weather terminal.

    Handling of paper, steel, etc.

    Dedicated container terminal,

    existing terminal geometry inadequate

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    Required changes

    sheds to be removed

    more depth of land for terminal yard very often: more depth of water and width of basin

    Example: Port of Genoa, Italy

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    Existing Sampierdarena Lay-out

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    Option for Container Terminal

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    Port Life Cycle