petroleum engineering 406 lesson 9b station keeping

Petroleum Engineering 406

Lesson 9b

Station Keeping

Station Keeping

• Environmental Forces

• Mooring

• Anchors

• Mooring Lines

• Dynamic Positioning

Station Keeping

The ability of a vessel to maintain position for drilling determines the useful time that a vessel can effectively operate.

Stated negatively, if the vessel cannot stay close enough over the well to drill, what good is the drilling equipment?

Station Keeping - cont’d

Station keeping equipment influences the vessel motions in the horizontal plane. These motions are: surge, sway, and yaw. Generally, surge and sway are the motions that are considered.

Yaw motion is decreased by the mooring system but is neglected in most mooring calculations.

Station Keeping

When investigating or designing a mooring system, the following criteria should be considered:

Operational Stage

1. The vessel is close enough over the well for drilling operations to be carried out. This varies between operators, but is usually 5% or 6% of water depth. Later, other criteria, based on riser considerations, will be discussed.

Non-operational but Connected

2. The condition from the operational stage up to 10% of water depth. Drilling operations have been stopped, but the riser is still connected to the wellhead and BOPs.

Disconnected

3. The riser is disconnected from the wellhead and the BOPs, and the vessel can be headed into the seas.

Station Keeping - cont’d

Example

Water Depth

= 1,000 ft

Drilling: 50-60 ft

Connected:

100 ft max

1,000’

Environmental Forces Acting on the Drilling Vessel

(i) Wind Force

(ii) Current Force

(iii) Wave Force

These forces tend to displace the vessel

The Station Keeping System

Must be designed to withstand the environmental forces

Two types:

– Mooring System (anchors)

– Dynamic Positioning

(i) Wind Force

The following equation is specified by the American Bureau Shipping (ABS) and is internationally accepted:

ACCVF shAA ***003388.0 2

Wind Force

Where:

yaw. and heelboth ith w changes area This .ft surfaces,

exposed all of area projectedA essdimensionl

2,-3 Table fromt coefficienheight C essdimensionl

1,-3 Table fromt coefficien shape Cknots velocity,windV

lb force, wind F

2

h

S

A

A

Table 3-1. Shape Coefficients

Table 3-2. Height Coefficients

(i) Wind Force - example

VA = 50 (wind velocity, knots)Ch = 1 (height coefficient)Cs = 1 (shape coefficient)A = 50 * 400 (projected target area, ft2)

ACCVF shAA ***003388.0 2

Then FA = 0.00338 * 502 * 1 * 1 * 50 * 400

FA = 169,000 lbf = 169 kips

(i) Wind Force - example

VA = 50 (wind velocity, knots) 1 knot = 1 nautical mile/hr

= 1.15078 statute mile/hr

ACCVF shAA ***003388.0 2

1 nautical mile = 1/60 degree = 1 minute = 6,076 ft

Where:

AVCgF 2cscc

4

2

c

2c

s

c

ft

sec*lbft1 g

ft area, projectedA ft/sec locity,current veV

1)-3 (Table t coefficien wind theas Same ess.dimensionl t,coefficien ragdC

lb force, dragcurrent F

(ii) Current Force

lbf

Fc = 1 * 1 * 22 * 30 * 400

Fc = 48,000 lbf = 48 kips

(ii) Current Force - example

Vc = 2 (current velocity, ft/sec)Cs = 1 (shape coefficient)A = 30 * 400 (projected target area, ft2)

AVCgF 2cscc

(iii) Bow Forces:

L0.332T for

4

22

bowT

LBH 273.0F

T = wave period, secL = vessel length, ftH = significant wave height, ft

Where:

ft draft, vesselD

ft length, beam vesselB

ft length, vesselL

ft height, t wavesignificanH

lb force, waveF

sec period, waveT

Bow Forces:

L0.332T for

4

22

bow)TL664.0(

LBH 273.0F

NOTE: Model test data should be used when available

Beam Forces:

2DB0.642T for

4

22

beamT

LBH 10.2F

NOTE: API now has Recommended Practices with modified equations

Beam Forces:

2DB0.642T for

4

22

beam)TD2B28.1(

LBH 10.2F

Figure 3-1. The catenary as used for mooring calculations.

Floating Drilling: Equipment and Its Use

The Mooring Line

The Mooring Lines Resist the Environmental Forces

Station Keeping

1. In shallow water up to about 500 feet, a heavy line is needed, particularly in rough weather areas.

2. Chain can be used (but may not be advisable) to water depths of about 1,200 feet.

3. Composite lines may be used to ~ 5,000 feet.

Station Keeping

4. Beyond about 5,000 feet, use dynamic positioning

5. Calm water tension should be determined to hold the vessel within the operating offset under the maximum environmental conditions specified for operation.

Station Keeping, Continued

6. Once the riser is disconnected, the vessel heading may be changed to decrease the environmental forces on the vessel.

Station Keeping

Typical Mooring Patterns for Non-

Rectangular Semis

Typical Mooring Patterns for Ship-

Like Vessels and Rectangular Semis

Typical 8-line Mooring Pattern

Figure 3-15.

Chain Nomenaclature.

Stud Link Chain

Stud keeps chain from collapsing

3” chain has breaking strength > 1,000 kips!

WireDia.

Pitch

Chain Quality Inspection

Chain quality needs to be inspected periodically, to avoid failure:

(i) Links with cracks should be cut out(ii) In chains with removable studs, worn

or deformed studs should be replaced

(iii) Check for excessive wear or corrosion

Dynamic Positioning

Dynamic positioning uses thrusters instead of mooring lines

to keep the vessel above the wellhead.

Glomar Challenger used dynamic positioning as early as 1968.

ODP uses dynamic positioning.

Advantages of Dynamic Positioning

(i) Mobility - no anchors to set or retrieve

- Easy to point vessel into weather

- Easy to move out of way of icebergs

(ii) Can be used in water depths beyond where conventional mooring is practical

(iii) Does not need anchor boats

Disadvantages of Dynamic Positioning

(i) High fuel cost

(ii) High capital cost (?)

(iii) Requires an accurate positioning system to keep the vessel above the wellhead.

Usually an acoustic system - triangulation

Fig. 3-23. Simple position-referencing system

WH1 = WH2

= WH3

WH1 = WH3

WH2 > WH1 , WH3

W

H1

H2

H3

To understand the operating principles of acoustic position referencing, assume that:

1. The vessel is an equilateral triangle.

2. The kelly bushing (KB) is in the geometric center of the

vessel.

Acoustic Position Referencing

3. The hydrophones are located at the points of the triangular vessel.

4. The subsea beacon is in the center of the well.

5. No pitch, no roll, no yaw and no heave are permitted.

Acoustic Position Referencing

Diagram of controller operations.