Resume - Senior Marine Facilities Engineer, Highest qualification: B.Sc (Eng) Civil, Univ...

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Resume #39614

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PRESENT POSITION: Senior Marine Facilities Engineer

RESUME OF EXPERIENCE:
Sixteen years experience in structural analysis, design and construction, specializing in marine terminals, harbor and coastal structures, onshore and offshore pipeline installations, of which the past five years have been with major Oil & Gas Company, Infrastructure Development and Projects Department, responsible for all Port Infrastructure Development, Planning, Projects and Day-to-day engineering issues relating to a fully operational Port. Experience covers, LNG, LPG and Liquid Product Berth Structures and Topside Facilities, Harbor Design and associated Dredging and Reclamation, Breakwater Design and Construction Works, Master Plan Update Studies, Infrastructure planning and design, Seawater Pump House, Intake/Outfall Structures, Common Pipe Rack Structures, Offshore Submarine Pipeline Installations and Shore Crossings, Building Structures, Roads and Bridge Structures, together with associated temporary works design. Oil Spill Contingency Planning.

EXPERIENCE INCLUDES:
Structural analysis and design of reinforced concrete, mass concrete blockwalls, piled structures and Steel structures. Permanent works design and construction of Harbor and Coastal Structures. Preparation of Contract Documents, Scope of Works, Technical Specifications and Conceptual Design. Partake in Tender Technical and Commercial Bid Evaluations, FEED and Detailed Design reviews, liaison on design issues both as Design Engineer and Client Project Engineer/ Representative. Breakwater Physical Modeling and Desktop Design and Construction. Mathematical Wave Agitation Studies, Dynamic Mooring Analysis, Wave loading, Berthing Energy and Fender Design. Focal Point on multiple projects, conduct site inspections, compiling of snag list items responsible for final acceptance on handover or Contract closeout. Offshore marine pipeline installation techniques, shore crossings and launch analysis. Cofferdam and Piled structure design and construction. Construction methods and the design of associated temporary structures and heavy lifts., 3-D Space Frame and Finite Element (FE) stress analysis. Proficient in the use of AutoCad, STAAD-III, MathCad, MS Office and MS Project.

DETAILED PROFESSIONAL EXPERIENCE RECORD:
29 Sept 2000 - Present: Qatar Petroleum (QP) - Senior Marine Facilities Engineer
Ras Laffan Industrial City (RLC)

Ras Laffan Industrial City/Port is set to become the largest LNG and GTL exporting Port in the World, both in physical size and volume of product exports. As Sr. Marine Facilities Engineer, responsibilities include all Port Infrastructure - planning, design and construction, ensuring that the necessary Port Infrastructure is in place to meet the anticipated growth of Ras Laffan Industrial City and the planned increase in LNG, GTL, LPG, Hydrocarbon and Petrochemical exports.

Provide marine expertise on all Marine Infrastructure projects within Ras Laffan Industrial City/Port.

Identify, develop, evaluate and optimize all new marine infrastructure projects and related facilities project requirements. Including carrying out of conceptual studies, obtaining projects approvals by raising Project Initiation Numbers (PIN), developing Statement of Requirement (SoR), Scope of Work (SoW), preparation of bid documents, budget estimates, perform cost analysis and provide recommendations to RLC Management. Participate in HAZOPS, as well as Tender and RFQ technical and commercial bid evaluations.

Interface with Major End-users and End-user PMT and EPIC Contractors to discuss technical/ construction/safety related issues and recommend appropriate solutions.
Authorized final signatory on Consolidated Permit to Work, (CPW), ensuring all work is performed safely, in accordance with HSE policy.

As Customer/Client/Owner's Representative/Focal Point on multiple marine projects, represent their interest by overseeing the construction & engineering efforts by the EPIC/EPC Contractor.

Responsible for review and approval of all technical submittals and ensure technical compliance during the detailed design, procurement and construction phases. Ensure that appropriate International Maritime Design and Company Engineering Standards and Codes of Practice are complied with during the project execution stage.

Projects include Engineering, Procurement, Installation and Commissioning (EPIC) Contracts as follows:

LNG Berth 3 - US$20million Civil Marine Works, US$100million complete with Loading Lines and Topside Process Equipment, designed for New Generation LNG QMAX Vessels, responsible for all client design approvals. Reviewed Berth Geometry Studies, Dynamic Mooring Analysis, Design Basis and structural design. Attended design review meetings in Milan, Italy.

LNG Berth 5 - Attended Vessel Manoeuvring Simulations, at the premises of M/s Force Technologies (formerly known as Danish Maritime Institute DMI), in Denmark. Reviewed Passing Vessel Study, which found the planned Berth Location to be unsuitable, for present speeds at which vessels need to enter the Port. This has lead to an alternative site selection.

Liquid Product Berths 1A/B & 3A/B - US$60million, Client focal point responsible for all client design approvals and construction issues. Reviewed all design and material submittals, together with participation and review of the FEED, Quantitative Risk Assessment (QRA), Berth Utilization/ Occupancy Simulation Study, Geometry Studies and Mooring Analysis, as conducted for the Berth, for multi-products and a large spread of vessels size, ranging from 20 000DWT to 300 000 DWT.

Common Facilities and Utilities for Liquid Product Berths 1A/B – Includes Berth Control Room, Fire Pumphouse, Switchgear Building, Loading Arm Trestle Structure, Metering Platform, Piperacks extending from the Jetty Root to Loading Platform, Gangway Structure, Velocity Approach System together with display boards, Emergency Quick Release System etc. Client Project Lead Engineer, responsible for coordinating Discipline Engineer comments, client design approvals and construction issues.

New Service Berths - US$25million, 7No. Service Berths, complete with berth furnishings and bunkering facilities, for offshore support vessels. Client focal point, responsible for all design approvals and construction issues.

Tank Farm Land Reclamation Project - US$27million, 1.2million m3 Reclamation Fill, protected by Breakwater, which was designed as a Dynamically Stable Breakwater. Prepared the necessary project budget and approvals, Statement of Requirement SoR, Scope of Work (SoW) and Contract Document. As Client focal point, responsible for all design approvals and construction issues.

Common Pipe Racks - US$17million, for End-user Loading Lines, from Tank Farm to Multi-Product Liquid Berths – 5km long. Client Project Lead Engineer, responsible for coordinating Discipline Engineer comments, design approvals and construction issues. Developed a very flexible design which allows for all possible combinations of cross-overs and tie-ins to and between 10 Multi-Product Berths, with up to 11 Lading Arms per Berth.
Common Cooling Water System - US$300million, Pump House, Outfall Structures (Phase 1 – design flow - 300,000 m3/hr) and Intake Structure Breakwaters – 3.5km total length of breakwater, 2.0million m3 Dredging to Intake channel and Stilling Basin Area (design flow - 1.5 million m3/hr). The project involved over 100km of large diameter carbon steel pipelines (2.4 to 3m O.D.) together with associated Road Crossings and Utility Crossings. Responsible for design reviews, approvals and construction issues, on all marine aspects of the project, as well as Road and Utility Crossings. Attended Intake Structure Physical Model Study, in Milan, Italy. Involved from Front End Engineering Design (FEED) stage through to completion.

MASTER PLAN UPDATE STUDY – Member of the project team. The study involved updating the Master Plan, based on increased gas utilization projections. The study included the Design of the Expanded Port Layout, to cater the increased product exports. To this end, the design included review of Wave Agitation and Current Mathematical Model Studies, as carried out by the Danish Hydraulic Institute (DHI), Full Bridge Vessel Manoeuvring Simulations, as carried out by Force Technologies (Denmark). To ensure competitive dredging rates it was recommended to RLC Management to perform a Seismic Refraction Survey of the extended Port Area. The resulting track plots and rock head contours show exact areas where hard rock is to be found, and so to be avoided, which has resulted in the rearranging of the basin areas as far as feasible, to reduce expensive hard rock dredging. Conversely softer areas have been identified, which can be exploited for dredging for reclamation fill material.

RAS LAFFAN PORT EXPANSION PROJECT – Involves an EPC Contract for the Dredging, Reclamation and Breakwater Construction. The project will involve construction of over 19km of Breakwater, in water depths ranging from +2.0m to -13.0m CD, together with some 18 million m3 of dredging and 40 million m3 of fill for land reclamation. Obtained necessary project and budget approvals, by raising the necessary Project Initiation Numbers (PIN) and justifications. Participated in drawing up Tender Documentation, Conceptual Design and participated in the Tender Technical Bid Evaluations. The Port Expansion Project was awarded late Q4, 2005.

1995 – 29 Sept 2000: Lama International Contractors Ltd. – Senior Structural / Marine Engineer

Murray & Roberts International – Construction of the Mongochi Bridge – Malawi - Construction of a balanced cantilever bridge consisting of two 60m approach spans and a 100m central span. Responsible for the design of a temporary access jetty 200m long, in 8m water depths, for a 60ton crawler crane, together with appropriate bridge loading. The design of the 2No. temporary sheet piled Islands (16m diameter x 8m deep), required for the construction and sinking of the pier foundation caissons, prediction of Caisson Jacking forces and designed the Jacking Frame.

Stolt Comex Seaway S.A. - Mossgas E-M Field Control Buoy Gravity Base Installation - East Coast South Africa - Responsible for the design of a 68tonne net uplift Stabilization Buoy, required for an offshore gravity base installation. The stabilizing buoy, a multi-compartmented buoy consisting of a single central pontoon (1.2m O.D. x 9m long), fitted with padeyes both ends and 6No abutting side pontoons (1.5m O.D x 7.4m long), was designed to withstand a 100m hydrostatic pressure. Internal ring stiffeners were designed in accordance to the API Recommended Practice. 3-D Finite Element Models (FEM) was used for the design of the pontoon end caps and the internal bulkheads.

Sonils – Luanda Quay Expansion – Angola - A design and construct project, for a 400m Quay wall, constructed from counterfort units, each 14.5m high and weighing 285t. The project was unique, in that the units were constructed in South Africa and shipped to Luanda. Responsible for performing Finite Element (FE) Analysis on the counterfort unit, in order to determine the best handling methods to lift the unit on board the heavy lift vessel. Designed the spreader frame used for the 285t Heavy Lift. Further responsibilities include the R.C design of service trenches, cover slabs, stormwater outfall structures within the berth area.

Batu Hijau Project – Sea Water Intake Structure - Sumbawa Indonesia - A joint venture between PT Thiess Indonesia and Lama International Contractors. The contract involved the construction of a Seawater Intake Structure (SWIS) and the installation of outfall and seawater intake HDPE pipelines. Responsible for the design of the circular sheet piled cofferdam 39m in diameter and 13.6m deep, required for the construction of the SWIS, together with the pipeline cofferdam, linking the SWIS with the sea. Spent time on site, in Indonesia, overseeing the construction of the cofferdams.

Sappi-Saiccor- Extension of Existing Marine Outfall -South Africa - The existing effluent pipeline extended approximately 3 km offshore. It was extended a further 3.5km, with a new 1210mm O.D pipeline. Responsible for carrying out the pipeline launch analysis for determining the launch angles, installation stresses and support loads. Project Engineer for the construction of the launch structure, at site.

Sapref Single Point Mooring (SPM) Replacement-South Africa.
Responsible for the design of a 350m long temporary structural steel access jetty, required for the installation of an offshore Single Point Mooring (SPM) replacement pipeline 1.45m OD. Constructed in the surf zone, the jetty was designed for 6m breaking wave conditions, and a 60ton crawler crane. Carried out the pipeline launch analysis for determining the launch angles, installation stresses and support loads.

Murray & Roberts Cape Limited – Sable Road Bridge – Cape Town – South Africa - An incrementally launched, bridge construction project. Responsible for predicting the stage-by-stage bridge launch, holdback and lock-off forces, together with the design of associated pulling, holdback and lock-off systems. Designed the temporary concrete bearings and launch nose connection details.

Murray & Roberts Cape Limited –Bridge 5961 – Cape Town – South Africa - Responsible for the formwork, for a concrete bridge deck 1m thick (80m3 cast). The bridge deck was spanning a railway line, which was in use. Hunnebeck girders spanning 16m were utilized, with formwork suspended from the girders, by means of tie rods.

Check Lap Kok - Aviation Fuel Receiving Terminal - Hong Kong - Member of a design team for the design of the new twin offshore five-island tanker berths for offloading aviation fuel for the new Check Lap Kok Airport, a design and construct joint venture between Leightons Asia and Lama International Contractors. Responsible for the design of the steel Walkway and Pipe Bridge structures interconnecting the various structures and the R.C design and detailing of all pre-cast beams and slabs to the offloading and service platforms. Further responsibilities include site liaison and responding to site queries during the construction period.

Butterworth to Penang Submarine Pipeline – Malaysia Installation of twin pipelines, 1.2m diameter and 4km in length, a joint venture between Leighton's Asia and Lama International Contractors. Responsible for the design of temporary steel launch structure, 110m long, and performing the pipeline launch analysis.

Walvis Bay, Namibia - Structural analysis, design and detailing of three 70m long reinforced concrete finger jetties, for fishing vessels (1000 DWT). The jetties consisted of a piled deck structure spanning between the abutment structure and a strong head section, provided with raked piles. The deck was constructed from pre-cast trough units (8m span), with four vertical piles at each bent.

1992 - 1995: ENTECH - Consulting Engineers - Structural Engineer - Marine and Coastal Structures

Gonubie, East London - Design of "The Boardwalk" a timber walkway (400m long), with selected beach access and lookout points. Renovation of tidal pool.
Ganzekraal, West Coast - Design of tidal pool, boat ramp and parking lot together with access road.

Alkantstrand, Richards Bay - Structural analysis, design and detailing of a lifesavers building and public ablution block facility.

Pelican Island, Richards Bay - Design and construction of rubble groyns, for stabilising gradual erosion of island.

1990 - 1991: Coode Blizard Ltd / Coode & Partners, Purley, UK - Contract Design Engineer
Port Klang, Malaysia - Upgrading existing North Port's wharves for Post Panamax Container Ships (80 000 DWT). Increased crane and berthing loads were analyzed with the use of a computer 3-D model.

Matola, Mozambique - Design and preparation of drawings for mooring and berthing dolphins.

Limmasol, Cyprus - Design for container and passenger terminals, special consideration for earthquake loading.

Belgrave Bay, Guernsey - Preliminary design of a three-island berth for oil tankers and LPG carriers consisting of berthing, mooring dolphins and loading platforms.

La-Collette, Jersey - Stability analysis, on a gravity block seawall.

1989: Anstey Blignaut & Clogg - Engineer in training

Design Engineer for residential development, shopping centre development, new lecture theatre complex, and major water supply pipeline. R.C design and detailing, design of roads and services, and site supervision.

1982 - 1984: Hytec Cape Ltd - Technician in Training –Design, preparation of drawings, manufacture, installation and commissioning of power hydraulic systems.

1991 - 2001: The Civil Software Shop - Executive Member -Marketing STAAD III structural analysis software package.

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