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Cambai 'A' Field Development Study, India
Client: |
Hardy Oil & Gas |
Operator/End User: |
Hardy Oil & Gas |
Date: |
1997 |
Project Description: |
Feasibility studies of technically robust options for two new field developments bordering the Indian Ocean. Definition of design parameters, methodologies, codes and standards for the design of facilities in the field. Identification of requirements for managing the work through planning, cost estimating and deliverables scope. In addressing the field developments, close consideration was given as to how the drilling operations were to be conducted. |
Location: |
India |
Services Provided: |
High level engineering consultancy, detailed CAPEX/OPEX analyses, project scheduling and resourcing. |
Detailed Description:
The fields extend from onshore to offshore, the onshore part lying in salt flats, a portion of which is likely to be flooded during the monsoon season. Offshore, the environment is that of extremely shallow inter-tidal mud flats, where at low tide, there are some water channels and most of the area is exposed. At high tide, the water level is just enough to get a jack-up rig in. There is also an area of "no-man's land", where it may not be possible to use either a jack-up or a land rig. The reservoir areas are each approximately 30 km2 (10 km x 3 km).
objectives:
The objectives of the studies within this scope of work are to:
- using data supplied by client and knowledge gained during the course of the Feasibility Study, carry out a review of a number of feasible development options for Full Field Development and selection of development concept based on preliminary cost and schedule estimates;
- demonstrate that project is economic at the P90 level;
- further define the preferred concept with the generation of certain design deliverables which will allow a +/- 30% cost estimate to be developed;
- develop an initial programme for the preferred concept.
environmental data:
Currents:
Probable maximum current (tidal + wind driven at surface): 5.1 m/s (9.9 knots)
Movement of vessels may be restricted to periods of slack water (possibly as little as 1 hour, twice per day).
Wind Conditions:
One minute mean wind: 42 m/s
3 second gust wind: 50 m/s
Wave Heights:
Extreme height: 5.3 - 7.8 m
Crest to crest period: 7.3 - 8.3 s
Length: 64 - 95 m
Significant height: 3.0 - 4.0 m
Peak period: 6.3 - 6.8 m
Water Depths:
Water depth at datum: -0.2 - +8.6 m (wrt MSL)
Crest elevation: 3.1 - 5.5 m
Tidal rise (mean high water spring): 8.9 - 9.9 m
Storm surge: 4.5 m
Safety margin: 1.7 - 2.0 m
Minimum air gap above datum: 1.2 - 1.5 m
soil conditions:
The soil is assumed to be medium dense fine silty with an internal angle of friction of 30o and a submerged unit weight of 9 kN/m3. Footing penetrations are envisaged for a drilling unit with three 9 foot diameter cylindrical legs not fitted with spud cans to be 5 to 10 m. Scour protection of some nature is likely to be necessary.
fluid data:
Reservoir pressure: 1874 psia at datum (1200 m)
Well depth: 1270 m
GOR: 43.21 scf/stb
oAPI: 45.57
Pour point: 30oC
Wax content: 6.78%