Movement toward deeper waters and harsher environmental conditions has requ
ired the continuous development of new technologies, and will continue to d
o so. In particular, this need has manifested itself in the design and oper
ation of remote tooling to complete subsea field developments.
One of the principal problems faced during both the design and operational
phases of a project is the definition of methods and systems to perform the
tie-in of production lines to subsea facilities. This problem, in fact, in
fluences some critical decisions such as the type of lines used (rigid/flex
ible), the structure layout (tie-in porches and interfaces), and the method
of installation (first- or second-end connections).
Different systems to perform remote connections of either flexible or rigid
lines have been developed. Among these, special attention was paid to rigi
d line connections, which are the preferred option of the industry for both
technical and economic reasons. This new focus has, in turn, led to the de
velopment of systems able to perform tie-ins of rigid lines using either ho
rizontal spools or vertical jumpers. This paper presents a comprehensive co
mparison between these two methods, including an overview of the systems co
nsidered and an outline of advantages and drawbacks, both technical and fin
ancial, of the two solutions.