Method of laying a hybrid pipeline on the seabed

1. A method of laying a hybrid pipeline comprising a rigid pipe section that lies on the seabed and a flexible jumper which is connected to the rigid pipe section, comprising the steps of:

(i) lowering a rigid pipe section onto the seabed,

(ii) raising one end of the rigid pipe section on the seabed to the surface of the sea, while leaving a portion of the rigid pipe section on the seabed,

(iii) connecting one end of a flexible jumper to the raised end of the rigid pipe section so that the flexible jumper and the rigid pipe section are in fluid communication, and

(iv) lowering the one end of the flexible jumper to the seabed with the raised one end of the rigid pipe section attached, to return the raised one end of the rigid pipe section to the seabed and to lay the flexible jumper on the seabed,

wherein a connection between the raised one end of the rigid pipe section and the flexible jumper receives auxiliary support from an abandonment and recovery winch and winch line on a flexible lay vessel used for deployment of the flexible jumper, when the one end of the or each flexible jumper is lowered to the seabed with the respective raised one end of the rigid pipe section attached, to return the raised one end of the rigid pipe section to the seabed and thereby maintaining a sufficient bending radius in the flexible jumper greater than a minimum bend radius of the flexible jumper.

2. The method according to claim 1 , wherein the other end of the flexible jumper is connected to a manifold or Christmas tree at a wellhead of a subsea well, after the flexible jumper has been laid on the seabed.

3. The method according to claim 1 , wherein a connection between the rigid pipe section and the flexible jumper is made by a pipe connector comprising a main body having a welded connection to the rigid pipe section and an end flange for connection to a flexible jumper.

4. The method according to claim 3 , wherein the pipe connector is located on the seabed in steps (i) and (iv) without one or more of a mudmat and an anchor guard.

5. The method according to claim 3 , wherein the welded connection is made at the sea surface during step (i), when most of the rigid pipe section has been lowered down to the seabed, prior to lowering a remaining end section of the rigid pipe section onto the sea bed.

6. The method as claimed in claim 1 , wherein steps (ii) to (iv) are repeated to connect a second flexible jumper to a second end of the rigid pipe section so that the second flexible jumper and the rigid pipe section are in fluid communication.

7. The method according to claim 1 , wherein the rigid pipe section is provided with a pigging unit before lowering on to the seabed in step (i), and wherein the pigging unit is removed in connecting the flexible jumper to the rigid pipe section.

8. The method according to claim 1 , wherein step (i) is performed by the rigid lay vessel, and wherein steps (ii), (iii) and (iv) are performed by a flexible lay vessel.

9. The method according to claim 8 , wherein a hang off clamp is provided on the flexible lay vessel to support the raised one end of the rigid pipe section for connection to the flexible jumper.

10. The method according to claim 9 , wherein the hang off clamp is fixed to an overboarding sheave of the flexible lay vessel, and the overboarding sheave is prevented from rotating freely during the connecting of the flexible jumper to the rigid pipe section in step (iii).

11. The method according to claim 9 , wherein for step (iii), the flexible jumper is supported by a roller box to control an angle of connection of the flexible jumper to the rigid pipe section.

12. The method according to claim 11 , wherein for step (iv), a height of the roller box is adjusted to enable support of the flexible jumper at a chosen lay angle.

13. The method according to claim 2 , wherein a connection between the rigid pipe section and a flexible jumper is made by a pipe connector comprising a main body having a welded connection to the rigid pipe section and an end flange for connection to a flexible jumper.

14. The method according to claim 4 , wherein the welded connection is made at the sea surface during step (i), when most of the rigid pipe section has been lowered down to the seabed, prior to lowering a remaining end section of the rigid pipe section onto the seabed.

15. The method as claimed in claim 5 , wherein steps (ii) to (iv) are repeated to connect a second flexible jumper to a second end of the rigid pipe section so that the second flexible jumper and the rigid pipe section are in fluid communication.

16. The method according to claim 6 , wherein the rigid pipe section is provided with a pigging unit before lowering on to the seabed in step (i), and wherein the pigging unit is removed in connecting the flexible jumper to the rigid pipe section.

17. The method according to claim 7 , wherein step (i) is performed by a rigid lay vessel, and wherein steps (ii), (iii) and (iv) are performed by a flexible lay vessel.

18. The method according to claim 1 , wherein a hang off clamp is provided on the flexible lay vessel to support the raised one end of the rigid pipe section for connection to the flexible jumper.

19. The method according to claim 10 , wherein for step (iii), the flexible jumper is supported by a roller box to control an angle of connection of the flexible jumper to the rigid pipe section.