lpg caverns storage

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LPG storage in Caverns is not a new concept.

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1

ROCK CAVERNS FOR LNG

Kamal Deshapriya

2

Going Underground

3

70 yrs History….

Up to second world war.. First solution mined cavern in the

Canada reportedly conceived in early 1940

4

Underground Caverns in France

5

Geogaz-Lavera- France

60000T storage facility for commercial propane -1971

Storage facility for butane 85000T - 1984

6

Geosel- Manosquesalt leached caverns

7.5 million m3 capacity- 1969

7

Gas Caverns in US,48 regions…

8

LNG storage caverns in Ontario, Canada

9

Sydney LPG Cavern

First natural underground storage facility in Australia

135m under port botany in Sydney

65000 MT of LPG storage

Completed in 1999

10

Other Caverns…

Yeosu Terminal-1983 First Rock Cavern in Korea

Incheon LPG Cavern –Korea Sarajeh in Iran- 2009, 16 billion tons

of LNG Shurijeh in Iran- 2009, 20 billion

cubic meters of LNG Qingdao facility China- 117000 T LPG

capacity

11

Other Caverns in South Asia…

Source: Report of Kim, Tae Moon, Advisor, The Korean Institute of Gas, Republic of Korea

12

Visakhapatnam -India

13

Visakhapatnam -India

Visakhapatnam (Andra Pradesh)-2007 60000 MT LPG capacity for largest LPG terminal

in india Owners are South Asia LPG company and

Hindustan Petroleum Corporation Design and consultancy by GEOSTOCK France▪ Process▪ Geological▪ Hydro geological▪ Geo mechanical design

LARSEN & TOURBO Indian construction company

14

Visakhapatnam India

Suitable sub soil stratum for cavern Hard gneissic rock 162 m below in sea level Two main caverns 19m in height , 20

m in width and 160 m in length connected with small galleries

Receive large tankers Re-exporting potential for south east

Asia

15

Visakhapatnam India

Construction stages Diaphragm wall excavated from surface

to 20m in sandy and unconsolidated rock

Shaft sinking in rock from -30m to -162m Water curtain gallery at boreholes at -

147 m Storage cavern excavation Installation of castings and tubing's in

shafts Construction of concrete plug above the

cavern

16

Visakhapatnam India

Above ground facilities To receive largest size LPG vessels

( 40000T) LPG loading arms Chilling and booster pumps Seawater heat exchanger and pump

house Mixing skid and a vapor ejector

17

Gas Cavern Storing

Technology

18

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

19

Flow of LPG Cavern Storage

20

Cavern Techniques

Mined Caverns Lined Mined Caverns Salt-leached Cavern Porous Media

21

Mined Caverns….

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)

22The finished rock cavern for LPG at

Visakhapatnam

Example of an Underground Unlined Rock Cavern

23

Salt Dome

Salt Leached Caverns

Borehole

Water injection

Brine

Several hundred meters Tens of

meters

24

Aquifers

Impermeable stratum

Porous & Permeable Geological formation

Hydrocarbon Storage

25

Disused Mines

Water table

26

Caverns using vertical shafts for access…

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)

27Source : Geostock

Example of cavern using a ramp for Access

Inclined Ramp

Water Curtain

Main Storage Galleries

Operation Shafts

28

Rock Caverns

Depth varies from 70m to 200m from ground..

Size vary according to the geological condition

There are two types Mined caverns Mined Lined caverns▪ For Poor geological condition▪ Plastic or metal lining with concrete plaster

mine surface

29

Suitable Rocks for Caverns Igneous

Granite, diorite Metamorphic

Gneisis Schists hornfels

Sedimentary rocks Sandstone Limestone Chalk shale

30

Tightness Principle

31

Mined Caverns

Cavity created in rock using mining techniques

Consist one or more galleries excavated in rock

Unlined Caverns, prevent product escape by hydraulic containment principle

Rock must be hard enough to cavern to be stable

32

Cavern Stability

GOOD GEOLOGYMEDIUM TO BAD GEOLOGY

33

Lined Rock CavernsThese 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

Over breaks and rock falls

Over breaks as shown can slow down progress to a large extent. Also a major safety issue.

Method of addressing poor rock conditions

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

Example of Poor Rock Conditions

Large number of cracks and fissures in the rock could lead to large over breaks .and excessive supports

Example of a water bearing zone

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.

38

Pre-Grouting in excessive water bearing 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.

39

Mined Lined Caverns….

40

Gas Cavern Construction

41

LPG Caverns to be constructed….

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)

42

Process Steps…

Pre- Feasibility Feasibility study and site

investigation Project decision Complimentary site investigation Basic engineering Design Permitting, Project financing Contract award Construction First LPG import

43

Codes of Practices

CAN/CSA Z341 Series -98 Storage of Hydrocarbons in Underground Formations

44

View of Construction Site- VishakaPatnam

45

Shaft excavation

Excavation Using Drill & Blast (For Hard Rock) Two Boom Jumbo (Used for drilling in hard rock)

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

Limestone, Chalk etc)

Equipment lowering through Shaft

49

Drilling & Blasting Method of Excavation

Holes are charged with explosives after drilling and controlled blasting carried out

Jumbo used for drilling holes in rock

50

Pull

Drilling & Blasting Method of Excavation

51

Drilling in water gallery

52

Drilling of bench 1

53

Drilling of top Heading

54

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

55

Operating Shaft

56

Concrete plug in operation shaft

57

Surface Installations

Product injection and withdrawal Gas recirculation compressor Seepage water degassing before

disposal (Water treatment plant) Refrigeration system Gas heating system

58

Surface Installations

59

Sea Water Heat Exchanger

60

Sea Water Intake

61

Caverns on Surface Storages..

62Storage capacity

Cost

/ m

3 o

f st

ora

ge

Caverns in less favorable geological

conditions

Caverns in favorable geological conditions

Lower Marginal Costs – For larger volumes

63

Caverns Vs. Others in 2000…

Volume Cost in USD/ Cu.m

Leached Salt Caverns

100-200

Rock Mined Caverns

10, 000 800-1200

50,000 340-580

100,000 300-500

500,000 180-280

Mounded Storage

2000-4000 800-1600

Pressurized Spheres

600-800

Refrigerated Tanks

600-800Source: Report of Kim, Tae Moon, Advisor, The Korean Institute of Gas, Republic of Korea

For All Volumes

For All Volumes

For All Volumes

64

Advantages of going underground

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

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.

Environment benefits. The rock debris generated can be used for infrastructure development.

Longer life

65

Disadvantages…

Time consuming construction Continuous monitoring required with

sufficient staff for operation Moisture contamination Critical, expensive temperature

control Inefficient heating and cooling Gas Cushion and working volume

66

LPG Caverns for Hambanthota….

67

Tips from Geology Of Sri Lanka..

Sri Lanka is Part of a “Shield” area which includes Peninsular India

“Iland along with peninsular India is part of a segment of the earth crust made up of an ancient crystalline complex sufficiently rigid to withstand crustal movements and thus has remained in inflexible land mass.”

Source: Science Education Series, No 17, by L.J.D. Fernando. NERD, 1986

68

Special Credits for “Geostock”, France

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