
INTEC Engineering, Inc. has been heavily involved in the 'Sunday Silence' Floating Production Facility (FPF) Support Structure bidding process over the past several months. The 'Sunday Silence' field is located in Ewing Bank Blocks 958, 959, 1002 and 1003 offshore Louisiana in the Gulf of Mexico in 1,490 feet water depth. 'Sunday Silence' was named after the racehorse that won the 1989 Kentucky Derby and is the first field in the US Gulf of Mexico to qualify for Royalty Relief under the Deep Water Royalty Relief Act of 1995. ![]()
INTEC's initial responsibilities included the preparation of the Bid Invitation Package, Scope of Work, Production Riser Design, and Global Performance Design Criteria. The following TLP/Spar-type designs were considered for development of the field and competitive bids were obtained from the four contractors offering their designs:
After a six-week bid period, the bids were received on June 1, 1999 at INTEC's offices and were evaluated over the following three weeks. The recommended contractor, based on price, schedule and technical suitability, was MODEC International with their 'Moses' Mini-TLP design. The TLP will support a Topsides Process Facility designed by Alliance Engineering to produce 25,000 BOPD and 55 MMscfd of gas.
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A contract was recently awarded to MODEC International on July 16th for the fabrication of the 'Moses' TLP Hull, Tendons and Production Risers. A contract for the installation of the system will also follow. Fabrication will begin at the AMFELS Fabrication Yard in Brownsville, Texas in the first week of September 1999. First Oil is expected in June 2001.
Graham Parker, Floating Production Systems Manager and a Naval Architect with extensive floating production design and construction experience was responsible for these activities together with other INTEC personnel. He will continue INTEC's participation in the Sunday Silence project by supporting the integrated project team as Floating Systems Manager. Dr. Basim Mekha, one of INTEC's TLP/SPAR Engineering Specialists, has been assisting Mr. Parker and this will continue throughout the design and construction phases of the project.
Among other project tasks, Dr. Mekha will also be responsible for the recently awarded design of two 12-inch Steel Catenary Risers (SCR's) which will be utilized for oil and gas export for the development. It is the first time that INTEC will have assumed the complete responsibility for the design of SCR's attached to a floating structure. The 'Sunday Silence' SCR's will be designed for, and installed in comparatively 'shallow' water, which is the most difficult depth band to design for. The shallowest record to date is for the SCR's for the Morpeth TLP in 1,700 feet water depth.
INTEC is now also involved in the bidding process for the Geophysical Hazard and Route Survey and Geotechnical Survey for the TLP site. Simon Bonnell, INTEC's Geohazard Specialist, recently provided the Bid Tender Package composed of the Scope of Work and Specifications. He will also be involved in the technical evaluation of the bids and monitoring of the work during the survey period.
This is an exciting time for INTEC. It is the first time in the Gulf of Mexico that an independent engineering consultancy group has been given the responsibility for the bidding activities and evaluation of the designs and construction bids for two different TLP's and two SPAR-type floating production vessels on behalf of an Operator, for a 'live' project. There is also more of this type of work on the offshore horizon and we are actively pursing this type of project involvement. We look forward to broadening our presence in the offshore oil and gas industry through this 'state-of-the-art' technical expertise. |
| On a trip through the Provence in southern France we experienced one of those slow moving days where there is so much to see and enjoy that you end up moving less than 20 km in one day. Between the town of Les Baux (where bauxite was first found) and Arles (where Vincent van Gogh painted some of his most impressive works and cut off his ear) the road crosses under what looked like a Roman aqueduct. These structures are a hobby of mine as you may remember from an earlier account on the Side aqueduct in Turkey near the Manavgat water export terminal we worked on.
It turned out that there were two parallel bridges, and I first thought that the Romans had done this to assure reliability of supply. Then we found that one turned towards Arles and appeared to be part of the ancient water supply of that city. The other channel went straight through a little limestone ridge which overlooked a valley with wheat fields. On the steep slope were ruins of stone buildings suggesting that the water had been channeled down for some purpose.
Later in the museum of Arles this question was answered when we saw a scale model of what turned out to be an industrial sized Roman flourmill complex built in the second century AD. The water from the aqueduct flowed through the cut in the rock into a basin and was then split in two streams each driving eight 2.20-m diameter water wheels over a vertical drop of about 20 m. Each wheel serviced a milling chamber turning a 0.9-m diameter basalt mill stone through some gearing mechanism. It has been calculated that this complex could produce about 5 tons of flour a day, enough to supply the city of Arles that had about 12,000 inhabitants in those days. After cascading down the mill the water was used to irrigate the fields below.
How they were able in those days to determine how to efficiently convert the elevation head of what looks like a narrow stream of water into rotation of sixteen heavy grinding stones I have not been able to figure out. I would like our engineers, or other challenged render, to make some calculations and answer this question; after all, I have already done the tough job of going there and gathering all the information (did I mention the bistro where we had this superb lunch afterwards?). The input data are then as follows (also see sketch):
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The required results include the water throughput, the gearing ratios, the efficiency factors and any other information needed to explain the workings of this system. Please submit your report with description of methods, assumptions and results to Angel Barton by September 30 (preparation of a CTR, execution plan and schedule for this work is optional). The most convincing response will be published in the next Quarterly Journal.
W. J. Timmermans | |
In July 1999, INTEC Engineering BV was awarded a contract by ABB Lummus Global BV in The Hague for the transient hydraulic analysis for some 70 km of onshore pipelines by Shell Petroleum Development Company (SPDC) of Nigeria Ltd. There are seven pipelines in total involved, and there are numerous river and pipeline crossings through swamp and mangrove areas. The Flowstation illustration below shows the typical terrain
Project Manager for this job is Ernie Matchett, Manager of Engineering of the Delft office, and Dr. Emmanuel Adesioye is the Lead Process Engineer. Emmanuel is a recent addition to the Delft office (April 1999), and is our Principal Process/Hydraulics Engineer in that office. Assistance is also being provided from Houston, led by Steve Cochran.
The specialist software, OLGA is being utilized for this project, leased from ScandPower in Norway. OLGA is a very sophisticated Transient Multiphase Simulator. The new version "OLGA 2000" has just been released, and is being utilized on this project.
There are three INTEC 'firsts' associated with this project for:
This project again illustrates INTEC's leading edge world-wide use of the latest technology.
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INTEC First in South Africa
In August 1999, INTEC Engineering BV was awarded a contract by SOEKOR E&P of South Africa to provide Construction Management Assistance for the Oryx Field Development.
The Field Development Plan calls for two subsea wells at Oryx tied back to an existing Floating Production Facility (FPF), the Orca, located in the Oribi Field. The tie-back distance is 5.2 km, water depth approximately 120 m, and is illustrated in the attached sketch. The field is located some 100 km offshore South Africa.
The subsea equipment comprises the following items:
A pipeline crossing is also involved.
INTEC's scope is to provide Construction Management Assistance to SOEKOR E&P for the Engineering, Procurement, Installation and Construction (EPIC) contract. This will involve monitoring of the EPIC contractor's progress and schedule, reviewing engineering design and construction procedures, monitoring manufacturing activities for main components of the subsea system (wellheads and subsea control system are free issue by SOEKOR), and providing support, on an as needed basis, for engineering support/verification.
The project is led by Tony Cunnington, Senior Project Manager, located in Cape Town, RSA, and managed by Ernie Matchett from the Delft office. The subsea equipment is due to be commissioned in March/April 2000, and Tony will eventually be located in the EPIC contractor's office as Site Representative for SOEKOR.
Earlier this year, INTEC BV had also provided assistance to SOEKOR for technical bid evaluations and clarifications with all of the EPIC contractors who tendered for this job. This was performed by Dr Mike Tobin, Project Engineer in the Delft office, whose background is in Naval Architecture.
This is yet another first for INTEC and the Delft office, our FIRST project in South Africa. |
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