Javascript must be enabled to continue!
360 Tie-Ins In The Gulf: A Breaking Success
View through CrossRef
ABSTRACT
The development of a new field production system in the Arabian Gulf required the installation and connection of a very large number of pipelines.
The magnitude of the project called for a non conventional answer and North Sea techniques were used extensively to tackle what has been the largest ever pipeline tie-in contract. The latest DP DSV ORELIA mobilised especially from the UK for this project provided a most valuable contribution.
This paper describes in detail the engineering concepts as well as the problems ans solutions developed during the 6 month project.
INTRODUCTION
Within the objective of upgrading production capacity, an important Middle East Company had a construction project launched in order to totally reorganise the production system. The basic concept was to have the wellheads grouped around and linked to a series of gas/oil separation platforms (further referred as GOSPS).
In practice, this resulted in an array of pipelines departing from the GOSP and connected by pair to different wellheads. The GOSP design was based on a corridor concept where provision for future lines was made (having in mind long term field development). Typically, each main side of the rectangular GOSP was carrying between 8 and 12 risers ranging from 10 inches to 24 inches nominal pipe dimensions. From these risers, a straight "lead spool" of the order of 73 m long was to be connected (corridor spool). Then, a "fan spool" carrying various elbows was to be installed and intended to enable pipe laying within reasonable distance to take place (near platforms). Similarly, careful attention was paid to the restriction of access to GOSP for any type of working units (jack-up rigs, anchor barges) owing to the number of lines on the seabed. Concentration of all incoming and departing flowlines was achieved on two sides only leaving the two other sides fully clear. For short term production facilities (mainly linked to the wellheads under installation) the pipelines were under installation and connection and testing was required. Such "closing spools" ranging from 10 to' 50 meters flange to flange were usually of Z or L shape to allow for compensation of thermal stresses within the pipeline.
Typical sketches of a GOSP are shown below (Figure 1 and 2).
The corresponding approach of a wellhead sattelite was much simpler as it required only two product lines (oil/gas and water). Consequently, the scope of work was 1imited to one "lead spool" and one "closing spool".
The water depth for the subsea work was between 30 and 60 meters and most of the work was scheduled to take place during the winter season.
PERFORMANCE OF THE WORK
PROBLEMS AND SOLUTIONS
Construction work in the Arabian Gulf is based on the utilization of Anchor Barges as surface support vessels owing to the generally shallow water depths encountered in this area of the world. In addition, shallow water and limited fetch are resulting in short period waves of high frequency but limited amplitude which has not so far called for surface vessel requirements comparable to the North Sea present standards.
Title: 360 Tie-Ins In The Gulf: A Breaking Success
Description:
ABSTRACT
The development of a new field production system in the Arabian Gulf required the installation and connection of a very large number of pipelines.
The magnitude of the project called for a non conventional answer and North Sea techniques were used extensively to tackle what has been the largest ever pipeline tie-in contract.
The latest DP DSV ORELIA mobilised especially from the UK for this project provided a most valuable contribution.
This paper describes in detail the engineering concepts as well as the problems ans solutions developed during the 6 month project.
INTRODUCTION
Within the objective of upgrading production capacity, an important Middle East Company had a construction project launched in order to totally reorganise the production system.
The basic concept was to have the wellheads grouped around and linked to a series of gas/oil separation platforms (further referred as GOSPS).
In practice, this resulted in an array of pipelines departing from the GOSP and connected by pair to different wellheads.
The GOSP design was based on a corridor concept where provision for future lines was made (having in mind long term field development).
Typically, each main side of the rectangular GOSP was carrying between 8 and 12 risers ranging from 10 inches to 24 inches nominal pipe dimensions.
From these risers, a straight "lead spool" of the order of 73 m long was to be connected (corridor spool).
Then, a "fan spool" carrying various elbows was to be installed and intended to enable pipe laying within reasonable distance to take place (near platforms).
Similarly, careful attention was paid to the restriction of access to GOSP for any type of working units (jack-up rigs, anchor barges) owing to the number of lines on the seabed.
Concentration of all incoming and departing flowlines was achieved on two sides only leaving the two other sides fully clear.
For short term production facilities (mainly linked to the wellheads under installation) the pipelines were under installation and connection and testing was required.
Such "closing spools" ranging from 10 to' 50 meters flange to flange were usually of Z or L shape to allow for compensation of thermal stresses within the pipeline.
Typical sketches of a GOSP are shown below (Figure 1 and 2).
The corresponding approach of a wellhead sattelite was much simpler as it required only two product lines (oil/gas and water).
Consequently, the scope of work was 1imited to one "lead spool" and one "closing spool".
The water depth for the subsea work was between 30 and 60 meters and most of the work was scheduled to take place during the winter season.
PERFORMANCE OF THE WORK
PROBLEMS AND SOLUTIONS
Construction work in the Arabian Gulf is based on the utilization of Anchor Barges as surface support vessels owing to the generally shallow water depths encountered in this area of the world.
In addition, shallow water and limited fetch are resulting in short period waves of high frequency but limited amplitude which has not so far called for surface vessel requirements comparable to the North Sea present standards.
Related Results
Tie strength, tie brokerage and buyer–supplier co-exploration: a novelty–action trade-off
Tie strength, tie brokerage and buyer–supplier co-exploration: a novelty–action trade-off
PurposeIn the pursuit of co-exploration, the strength and brokerage dimensions of dyadic ties create a novelty–action trade-off: tie strength facilitates coordination but constrain...
Interpersonal neural synchrony and mental disorders: unlocking potential pathways for clinical interventions
Interpersonal neural synchrony and mental disorders: unlocking potential pathways for clinical interventions
IntroductionInterpersonal synchronization involves the alignment of behavioral, affective, physiological, and brain states during social interactions. It facilitates empathy, emoti...
Simulation and Experimental Study of the Rock Breaking Mechanism of Personalized Polycrystalline Diamond Compact Bits
Simulation and Experimental Study of the Rock Breaking Mechanism of Personalized Polycrystalline Diamond Compact Bits
Rock breaking is a complex physical process that can be influenced by various factors, such as geometrical shape and cutting angle of rock breaking tools. Experimental study of the...
Spatial variation of extreme storm characteristics over Gulf of Gdańsk and their long-term temporal changes
Spatial variation of extreme storm characteristics over Gulf of Gdańsk and their long-term temporal changes
<p>In this work we present the principal results of analysis of spatio-temporal variations of extreme storm features over the Gulf of Gda&#324;sk located in t...
Water masses and nutrient sources to the Gulf of Maine
Water masses and nutrient sources to the Gulf of Maine
The Gulf of Maine, a semienclosed basin on the continental shelf of the northwest Atlantic Ocean, is fed by surface and deep water flows from outside the gulf: Scotian Shelf Water ...
Dynamic stochastic modeling for inertial sensors
Dynamic stochastic modeling for inertial sensors
Es ampliamente conocido que los modelos de error para sensores inerciales tienen dos componentes: El primero es un componente determinista que normalmente es calibrado por el fabri...
Journey of the Insular micro-continent through accretionary, collisional and translational regimes in the North American Cordillera since 170 Ma: a tomotectonic case study.
Journey of the Insular micro-continent through accretionary, collisional and translational regimes in the North American Cordillera since 170 Ma: a tomotectonic case study.
Tomotectonics hindcasts paleo-trenches, through the spatiotemporal superposition of subducted lithosphere (slabs imaged in the earth’s mantle) with plate reconstructions ...
Automated Seismic-Well Tie Using Dynamic Time Warping and Optimal Interpolation
Automated Seismic-Well Tie Using Dynamic Time Warping and Optimal Interpolation
Abstract
Seismic-well tie is a crucial process to correlate subsurface information from well logs and acquired seismic data. Traditionally, a manual seismic-well tie...

