underground storage in rock caverns

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    Underground Storage

    InRock Caverns

    November 9th2009

    Rajan K Pillai

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    Going UndergroundGoing Underground

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    Types of Underground Storages

    Salt Leached Caverns.

    Aquifers or Depleted fields

    Disused mines.

    Underground Rock Caverns (Unlined & lined)

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    Salt Dome

    Salt Leached Caverns

    Borehole

    Water injection Brine

    Several

    hundredmeters Tens of

    meters

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    Aquifers

    Impermeable stratum

    Porous & Permeable

    Geological formation

    Hydrocarbon Storage

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    Disused Mines

    Water table

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    The finished rock cavern for LPG at Visakhapatnam

    Example of an Underground Unlined Rock Cavern

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    Comparison of Depths of LPG andCrude Caverns

    -30 m

    -162 m

    SALPG LPG Cavern ISPRL Crude CavernMean Sea Level

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    Example of cavern using a rampfor Access

    Inclined Ramp

    Water

    Curtain

    Main Storage GalleriesOperation Shafts

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    Access Ramp (AR)

    Upper Connection (UC)

    Intermediate connection

    (IC)

    Upper Shaft Connection (USC)

    Access Shaft (AS)

    Operation Shaft (OS)

    Lower Shaft Connection(LSC)

    Water Gallery Operation

    Shaft Connection (WOC)

    Water Gallery Access

    Shaft Connection (WAC)

    Water Curtain Gallery

    (WCG

    Sump which houses the

    submersible pumps

    Lower connection (LC)

    Example of Cavern Using Vertical Shaftfor Access

    Source : SALPG

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    Equipment lowering throughShaft

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    Systems required for

    access & mucking in

    case of Shafts

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    Mean Sea Level(MSL)

    Water Curtain

    Boreholes Water curtain tunnels

    Storage Caverns

    Separation of differentproducts to be stored

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    Design for light Products andCrudes (Flat Invert)

    - Caverns for light products & crudes can be designed to

    have flat inverts with water beds (water bed not required

    for LPG)- These caverns have no heating systems.- Can be made for products which do not have major

    sludge problems

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    - Caverns are designed to have a slope for ensuring a proper

    flow towards the sumps.- Heating system provided for heating and circulation of the

    product stored.- The design permits storage of heavy oils and heavy crudes.

    Design for Heavy Products and Crudes(Sloping Invert)

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    Storage Caverns

    Inertisation of caverns (products other than LPG)

    Connecting the vapour spaces can reduce the requirement of inert

    gas.

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    Storage capacity

    Cost/

    m3o

    fstorage

    Caverns in less

    favorable geological

    conditions

    Caverns in favorable

    geological conditions

    Lower Marginal Costs For larger volumes

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    Large size- Need for benching

    For large caverns there is a need to

    excavate the caverns in steps. The topheading is completed first followed by

    benching

    Ten story

    building

    30 M

    20 M

    Top Heading

    Benches

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    Excavation method adopted forlarge caverns

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    Need for Access to Various Levels inLarge Caverns

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    Excavation Using Drill & Blast (For Hard Rock)

    Two Boom Jumbo (Used for drilling in hard rock)

    D illi & Bl ti M th d f E ti

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    Drilling & Blasting Method of Excavation

    Holes are charged

    with explosives afterdrilling andcontrolled blastingcarried out

    Jumbo used fordrilling holes inrock

    D illi & Bl ti M th d f E ti

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    Pull

    Drilling & Blasting Method of Excavation

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    Excavation using Road Headers(For Soft Rock)Road Headers (Used in case of soft to medium hard rock Limestone,

    Chalk etc)

    Example of Rock Cavern constructed using road headers for top heading &

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    Example of Rock Cavern constructed using road headers for top heading &

    blasting for benching followed by trimming by road headers. Cross section is

    85 sq m

    Source : Geostock

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    Crude

    Tankers

    Crude

    Cavern

    Boiler

    For

    Horticulture

    For Water Curtain

    Inert Gas

    Booster Station

    Heat Exch.

    Stage 1 Stage 2Carbon

    Filter

    ETP

    Booster

    Pumps

    Flare

    Submersibl

    e Pumps

    Typical Scheme for CrudeCaverns All aboveground facilities will

    be as per standard Oil industry

    practices. Layout shall be asper OISD guidelines

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    Lined Rock Caverns

    These types of storage facilities can be used for small or medium sized caverns.

    The lining can be steel or plastics. In the depths are large the linings have to be

    designed to counter the hydrostatic pressure or the can get

    Steel or

    plastic lining

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    Over breaks and rock falls

    Over breaks as shown can slow down progress to a

    large extent. Also a major safety issue.

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    Method of addressing poor rockconditions

    To ensure there is good stability of the cavern, rock bolts need to be installed

    and shortcrete applied. Poorer the rock strata, larger is the support

    requirement.

    Rock bolts

    Shotcrete

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    Example of Poor RockConditions

    Large number of cracks and fissures in the rock could

    lead to large over breaks .and excessive supports

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    Example of a water bearingzone

    Water bearing zones could result in large water ingress

    if pre-grouting is not resorted to. The time taken up by

    grouting could delay excavation.

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    Pre-Grouting in excessive waterbearing zones

    Pre-Grouting involves

    drilling a number of

    holes on the face and

    pumping cement paste

    under pressure into

    them till sealing is

    achieved.

    High permeability and water bearing strata could

    result in higher grouting and slow excavation

    progress.

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    Water Table Monitoring

    Water table

    Typical Excavation progress curves for

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    Typical Excavation progress curves forUnderground caverns

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    Advantages of going underground

    Product is located at a depth and is fully isolated.

    External Fires will not affect Storage

    Maximum security. Safety hazards on account of sabotage, storms,

    earthquakes and explosions are minimized.

    Surface land requirement is low

    Caverns by their very nature require very low maintenance.

    Beyond certain capacities the capital cost per ton of storage is low.

    Environment benefits. The rock debris generated can be used for

    infrastructure development.

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