Javascript must be enabled to continue!
Wave and Motion Measurements on Board the Semisubmersible Pipelaying Barge LB-200
View through CrossRef
ABSTRACT
For a barge laying pipe under rough weather conditions at sea, pitch, roll, heave, surge, sway and yaw are important phenomena to be known and monitored. It is of vital importance that the static and dynamic stresses in the pipe are kept within prescribed limits. The static bending stress in the pipe at the upper bend, on the stinger, and at the lower bend, near the sea bottom touch point, are highly dependent on the deformation of the pipe. The horizontal tension of the barge mooring lines will effect the static pipe deflection. However pipe deflection does not depend only upon static forces. Dynamic forces caused by dynamic barge motions add an important part to the stresses in upper and lower pipe bends. Too much stress will cause pipe buckling in the bends and results in much delay time and costs as the pipe, already at the sea bottom, will have to be replaced. Usually extensive calculations and model studies are performed in an early stage of the pipe lay project.
This paper gives a general description of the barge motion measuring system used on board of the pipelaying barge LB-200 owned by HcDermott International Inc., North Sea Division. In the Norwegian sector of the North Sea the LB-ZOO was contracted for the Statpipe Development Project requiring more than 300 miles of pipelines, which will bring gas from offshore fields to Norway. One of these rich sources is the Statfjord field, where oil as well as gas has been found. In 1983 the LB-ZOO layed the pipeline to shore at Karmoy Island and went on to lay 125 miles of 28-inch-diameter line to block 16/11, crossing the Norwegian Trench in water 300 m deep. Lay rates of 2.3 miles a day were made in the western slope of the trench toward Karmoy.
All motions of the barge i.e. pitch, roll, heave, surge, sway and yaw had to be monitored continuously. The pipe had to be disconnected once those movements reached a certain magnitude due to weather circumstances. Another condition was that an historical record of all movements mentioned had to be kept on file.
This paper describes the realization of the motion monitoring system. The following demands had to be fulfilled:automatic computer controlthe least possible maintenanceonline continuous monitoringcontinuous filing
INTRODUCTION
The lay barge LB-200 is roughly 160 m long and it has a width of 60 m. The deck is supported by six columns placed on two pontoons. Fig. 1 gives an overall view. A twelve mooring line system keeps the barge in position. Pitch motions are important for pipe laying because of the danger of pipe buckling. Plus or minus two degrees of pitch motion was set as the limit during operations. Beyond this limit operations were stopped.
Title: Wave and Motion Measurements on Board the Semisubmersible Pipelaying Barge LB-200
Description:
ABSTRACT
For a barge laying pipe under rough weather conditions at sea, pitch, roll, heave, surge, sway and yaw are important phenomena to be known and monitored.
It is of vital importance that the static and dynamic stresses in the pipe are kept within prescribed limits.
The static bending stress in the pipe at the upper bend, on the stinger, and at the lower bend, near the sea bottom touch point, are highly dependent on the deformation of the pipe.
The horizontal tension of the barge mooring lines will effect the static pipe deflection.
However pipe deflection does not depend only upon static forces.
Dynamic forces caused by dynamic barge motions add an important part to the stresses in upper and lower pipe bends.
Too much stress will cause pipe buckling in the bends and results in much delay time and costs as the pipe, already at the sea bottom, will have to be replaced.
Usually extensive calculations and model studies are performed in an early stage of the pipe lay project.
This paper gives a general description of the barge motion measuring system used on board of the pipelaying barge LB-200 owned by HcDermott International Inc.
, North Sea Division.
In the Norwegian sector of the North Sea the LB-ZOO was contracted for the Statpipe Development Project requiring more than 300 miles of pipelines, which will bring gas from offshore fields to Norway.
One of these rich sources is the Statfjord field, where oil as well as gas has been found.
In 1983 the LB-ZOO layed the pipeline to shore at Karmoy Island and went on to lay 125 miles of 28-inch-diameter line to block 16/11, crossing the Norwegian Trench in water 300 m deep.
Lay rates of 2.
3 miles a day were made in the western slope of the trench toward Karmoy.
All motions of the barge i.
e.
pitch, roll, heave, surge, sway and yaw had to be monitored continuously.
The pipe had to be disconnected once those movements reached a certain magnitude due to weather circumstances.
Another condition was that an historical record of all movements mentioned had to be kept on file.
This paper describes the realization of the motion monitoring system.
The following demands had to be fulfilled:automatic computer controlthe least possible maintenanceonline continuous monitoringcontinuous filing
INTRODUCTION
The lay barge LB-200 is roughly 160 m long and it has a width of 60 m.
The deck is supported by six columns placed on two pontoons.
Fig.
1 gives an overall view.
A twelve mooring line system keeps the barge in position.
Pitch motions are important for pipe laying because of the danger of pipe buckling.
Plus or minus two degrees of pitch motion was set as the limit during operations.
Beyond this limit operations were stopped.
Related Results
Offshore Pipeline Construction Stress Measurement
Offshore Pipeline Construction Stress Measurement
Abstract
Stresses induced in offshore pipelines were measured during construction of a 24- and a 20-inch pipeline in 200 and 250 feet of water, respectively. A un...
Dynamic Lifting Analysis Of Offshore Structures
Dynamic Lifting Analysis Of Offshore Structures
ABSTRACT
Lifting operations at the offshore job site are greatly affected by the action of waves. In the past, deck structures were fabricated in several sections...
A Quasi-Static Approach for Transportation Analysis of Offshore Platforms
A Quasi-Static Approach for Transportation Analysis of Offshore Platforms
Abstract
This paper descri bes a computer model to predictthe maximll11 probable stress as well as the cumulative fatigue damage at any joint in a jacket or its t...
Bullwinkle Loadout Analysis
Bullwinkle Loadout Analysis
ABSTRACT
The Bullwinkle jacket was loaded onto a launch barge using a conventional skidding operation. The size (over 1365 feet long), weight (approximately 50,00...
Vortex Induced Motion of a Dry Tree Semisubmersible
Vortex Induced Motion of a Dry Tree Semisubmersible
The main challenge in the hydrodynamic design of a dry tree semisubmersible is in limiting its motion responses particularly heave motions to enable the use of riser tensioners. De...
A Critical Review of Transportation Analysis Procedures
A Critical Review of Transportation Analysis Procedures
ABSTRACT
In recent years, with increased emphasis upon deepwater field development, the size and weight of offshore platforms have increased significantly. Conseq...
Converted Barge for Wellhead Platform Decommissioning
Converted Barge for Wellhead Platform Decommissioning
Abstract
This paper presents an alternative method for decommissioning offshore wellhead platform using converted flat top barge as decommissioning barge. The barge ...
RELATIONSHIP BETWEEN ATRIAL FIBRILLATION CARDIOVERSION AND F
RELATIONSHIP BETWEEN ATRIAL FIBRILLATION CARDIOVERSION AND F
Objectives
To investigate the relationship between atrial fibrillation cardioversion and f wave in electrocardiogram, providing an ordinary and noninvasive method...

