Marine Engineer / Naval Architect (JO014467) Saudi Arabia

 

Designation

Marine Engineer / Naval Architect

Duration of Assignment

6 months renewable (3 years project)

Start Date       

ASAP

Work location

Al-Khobar, Saudi Arabia

Type of Job

Contract Hire (contracted through MPH to work for the company)

Transportation

Provided by Client

Accommodation

Provided by Client (for single only)

Status

Resident, Single

Plane tickets

Mobilization and Demobilization tickets for the consultant will be provided.

Visa

Provided by MPH

Medical insurance

International premium medical and repatriation insurance will be provided to the consultant.

 

 

BASIC REQUIREMENTS (Candidate should have engineering experience for either experience#1 or experience#2 or experience#3)

 

  1. Candidate should have work experience for Saudi project and familiar with design and engineering code (Saudi local requirement).
  2. More than 5 years oil and gas experience
  3. Engineering Experience#1: jacket transportation and installation design
  4. Engineering Experience#2: topside transportation and installation design
  5. Engineering Experience#3: topside float-over installation design

 

MUST-HAVE REQUIREMENTS (Candidate should have engineering experience for either experience#1 or experience#2 or experience#3)

 

  • Software: MOSES, have WAMIT experience is also preferred
  • Project experience#1: jacket transportation and installation design
  • Project experience#2: topside transportation and installation design
  • Project experience#3: topside float-over installation design

 

WORK RESPONSIBILITY (Candidate should be capable for at least three design among the below engineering capacity):

  • BALLAST CALCULATIONS FOR JACKET/TOPSIDES LOADOUT
  • STABILITY ANALYSIS & GLOBAL STRENGTH CHECK FOR JACKET/TOPSIDES LOADOUT
  • MOTION ANALYSIS FOR JACKET/TOPSIDES TRANSPORTATION
  • DP TIME DOMAIN ANALYSIS FOR TOPSIDES
  • DOCKING, MATING AND UNDOCKING ANALYSIS FOR TOPSIDES
  • MOORING CALCULATIONS FOR TRANSPORTATION VESSEL DURING LOADOUT
  • MOORING CALCULATIONS FOR DERRICK DURING INSTALLATION
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