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Petroleum Engineering 406 Lesson 9b Station Keeping.

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Presentation on theme: "Petroleum Engineering 406 Lesson 9b Station Keeping."— Presentation transcript:

1 Petroleum Engineering 406 Lesson 9b Station Keeping

2 Environmental Forces Mooring Anchors Mooring Lines Dynamic Positioning

3 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?

4 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.

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

6 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.

7 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.

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

9 Station Keeping - cont’d Example Water Depth = 1,000 ft Drilling: 50-60 ft Connected: 100 ft max 1,000’

10 Environmental Forces Acting on the Drilling Vessel (i)Wind Force (ii)Current Force (iii)Wave Force These forces tend to displace the vessel

11 The Station Keeping System Must be designed to withstand the environmental forces Two types: – Mooring System (anchors) – Dynamic Positioning

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

13 Wind Force Where:

14 Table 3-1. Shape Coefficients

15 Table 3-2. Height Coefficients

16 (i) Wind Force - example V A = 50 (wind velocity, knots) C h = 1 (height coefficient) C s = 1 (shape coefficient) A = 50 * 400 (projected target area, ft 2) Then F A = 0.00338 * 50 2 * 1 * 1 * 50 * 400 F A = 169,000 lbf = 169 kips

17 (i) Wind Force - example V A = 50 (wind velocity, knots) 1 knot = 1 nautical mile/hr = 1.15078 statute mile/hr 1 nautical mile = 1/60 degree = 1 minute = 6,076 ft

18 Where: (ii) Current Force lbf

19 F c = 1 * 1 * 2 2 * 30 * 400 F c = 48,000 lbf = 48 kips (ii) Current Force - example V c = 2 (current velocity, ft/sec) C s = 1 (shape coefficient) A = 30 * 400 (projected target area, ft 2)

20 (iii) Bow Forces: T = wave period, sec L = vessel length, ft H = significant wave height, ft

21 Where:

22 Bow Forces: NOTE: Model test data should be used when available

23 Beam Forces: NOTE: API now has Recommended Practices with modified equations

24 Beam Forces:

25 Figure 3-1. The catenary as used for mooring calculations. Floating Drilling: Equipment and Its Use The Mooring Line

26 The Mooring Lines Resist the Environmental Forces

27 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.

28 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.

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

30 Station Keeping Typical Mooring Patterns for Non- Rectangular Semis

31 Typical Mooring Patterns for Ship- Like Vessels and Rectangular Semis

32 Typical 8-line Mooring Pattern

33 Figure 3-15. Chain Nomenaclature. Stud Link Chain Stud keeps chain from collapsing 3” chain has breaking strength > 1,000 kips! Wire Dia. Pitch

34 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

35 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.

36 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

37 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

38 Fig. 3-23. Simple position-referencing system WH 1 = WH 2 = WH 3 WH 1 = WH 3 WH 2 > WH 1, WH 3 W H1H1 H2H2 H3H3

39 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

40 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

41 Diagram of controller operations.


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