Page 115 - 4274
P. 115

installation  method  specifically  aimed  at  deepwater  and  ultra-
                            deepwater projects. This method is characterised by a steep ramp,
                            typically  65"  or  higher  departure  angle,  so  that  the  pipe  has  a
                            suspended J-shape.
                                   The stresses and strain close to the top are minimised, as
                            well  as  the  horizontal  tension  component  at  the  top  and  the
                            horizontal tension at the mudline [Langner and Ayers, 1985].
                            S-lay
                                   S-lay is utilised to install the vast majority of all offshore
                            pipelines. Allseas have configured its flagship, the Solitaire, with a
                            stinger that can reach very steep departure angles. As a result, it
                            was able to install, a 10-in. pipeline at 5400ft water depth.
                                   S-lay  is  a  very  efficient  lay  method,  since  all  welding  is
                            done with pipe in an horizontal position.
                            Reel-lay
                                   The  reel  method  was  patented  in  the  USA  by  Gurtler
                            (1968),  who  makes  reference  to  a  British  Patent  of  1948.  The
                            patent [Gurtler, 19681 has very detailed drawings of a horizontal
                            reel, as well as a pre-bending apparatus and straightener.
                            Towed Pipelines
                                   In  this  installation  method,  the  pipeline  is  constructed
                            onshore and towed into place. There are different ways to tow the
                            pipeline string to site: surface tow, mid-depth tow or bottom tow.
                            In the surface tow the pipe is positively buoyant, towed to location
                            on the surface, and sunk in position by flooding. Wave action is a
                            factor; therefore this method is used typically where rough seas are
                            not likely. In the mid-depth tow typically the pipe or pipe bundle is
                            negatively buoyant, suspended above the seabed and towed by a
                            lead tug with a tail tug at the end of the pipe string. If the pipe is
                            positively  buoyant,  mid-depth  tow  may  be  achieved  by
                            incorporating the use of drag chains at specified intervals along the
                            pipe string, so that the pipe string assumes an equilibrium position
                            above the seabed. For the bottom tow method, the pipeline rests on
                            the seabed, and a tug pulls  it. The  length of the towed string  is
                            limited to about ten miles in the most favourable conditions.
                                   The tow methods are challenging due to the effects of the
                            environment  such  as  waves  action,  oscillations  during  pull  or
                            abrasive effects of the seabed during bottom tow.
                                   However,  the  onshore  construction  may  significantly
                            reduce cost when compared to the installation methods described

                                                          115
   110   111   112   113   114   115   116   117   118