Ariel26th
Petroleum
- Sep 4, 2013
- 3
Hi Everyone….
I’m sorry if I post to the wrong forum, (please refer me to right one)
My company currently still in the Conceptual Offshore Oil and Gas Development in Asia, The reservoir that we have lies below mud flats and Peninsula that I should say very Challenging in term of Execution to build Structure/Platform on the land since there are no access to the area from the land (Mangrove area), if we would have to do it from offshore it cannot be far from the reservoir target (Drill Cost!) so we have to build them around the area near the target or I should say mud flats ranging from 2 to 4 meter water depth. The soil issues are:
1.Soil analysis indicates that dredging will be ineffective due to the lack of cohesiveness of the soil.
a.Extremely Soft soil until 100’ of soil depth(Soft Clay > 80% water) based on soil survey
b.Stiff Clay only exist beyond 100’ (Stiff Clay < 50% water)
2.Dredging would be required for installation Vessel access of the structures and Drilling Rig access (Swamp Drill Barge operates minimum 5 meters)
a.I guess based on soil survey above dredging nearly impossible
b.Possibility of using sheet pile around to coffer dam the area and use Suction dredging
3.Soil improvement to support the drill rig position when it grounded down
a.We try to use pile and compacted soils and sand bags
Have any of you had similar experience that you can share…
Are there any specific Expert Soil Consultant that we can use in this kind of shallow water to investigate the possibility and method for dredging the area, and an experience Dredging Contractor that we can seek for advice?
Sorry for the long intro and thanks for your insight….
I’m sorry if I post to the wrong forum, (please refer me to right one)
My company currently still in the Conceptual Offshore Oil and Gas Development in Asia, The reservoir that we have lies below mud flats and Peninsula that I should say very Challenging in term of Execution to build Structure/Platform on the land since there are no access to the area from the land (Mangrove area), if we would have to do it from offshore it cannot be far from the reservoir target (Drill Cost!) so we have to build them around the area near the target or I should say mud flats ranging from 2 to 4 meter water depth. The soil issues are:
1.Soil analysis indicates that dredging will be ineffective due to the lack of cohesiveness of the soil.
a.Extremely Soft soil until 100’ of soil depth(Soft Clay > 80% water) based on soil survey
b.Stiff Clay only exist beyond 100’ (Stiff Clay < 50% water)
2.Dredging would be required for installation Vessel access of the structures and Drilling Rig access (Swamp Drill Barge operates minimum 5 meters)
a.I guess based on soil survey above dredging nearly impossible
b.Possibility of using sheet pile around to coffer dam the area and use Suction dredging
3.Soil improvement to support the drill rig position when it grounded down
a.We try to use pile and compacted soils and sand bags
Have any of you had similar experience that you can share…
Are there any specific Expert Soil Consultant that we can use in this kind of shallow water to investigate the possibility and method for dredging the area, and an experience Dredging Contractor that we can seek for advice?
Sorry for the long intro and thanks for your insight….