A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South Africa

Abstract This case study involves the unique application of density correction software applied to density data, prior to the estimation of geopressure gradients. The K-R gas field was discovered in 1983 about 50 km west, off the F-A gas field offshore South Africa. During exploration; gas discoveri...

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Main Authors: Kalidhasen Ramiah, Kaushalendra B. Trivedi, Mimonitu Opuwari
Format: Article
Language:English
Published: SpringerOpen 2018-08-01
Series:Journal of Petroleum Exploration and Production Technology
Subjects:
Online Access:http://link.springer.com/article/10.1007/s13202-018-0526-4
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spelling doaj-d6a0acb2ba2241c2950d2b5afb19ba692020-11-25T01:29:35ZengSpringerOpenJournal of Petroleum Exploration and Production Technology2190-05582190-05662018-08-019120722210.1007/s13202-018-0526-4A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South AfricaKalidhasen Ramiah0Kaushalendra B. Trivedi1Mimonitu Opuwari2Earth Science Department, University of the Western Cape South AfricaPetroleum Oil and Gas Company (PetroSA) of South AfricaEarth Science Department, University of the Western Cape South AfricaAbstract This case study involves the unique application of density correction software applied to density data, prior to the estimation of geopressure gradients. The K-R gas field was discovered in 1983 about 50 km west, off the F-A gas field offshore South Africa. During exploration; gas discoveries were made in well KR-1 and KR-8, potentially commercial gas and encouraging oil flow rates in well KR-2, KR-4 and KR-6, a dry well for KR-5 and a dry well with encouraging oil shows in KR-3. The aim of this study is to create a model that evaluates the geomechanical behaviour of the upper shallow marine reservoir (USM) of the Bredasdorp Basin, South Africa and provide a safe drilling mud window for future work in the area. The K-R field has a strong NW–SE fault trend, resulting in a maximum horizontal stress orientation of 125°, determined from structural depth maps. All geopressure gradients were modelled using the drillworks@ software at the top (TUSM) and bottom (BUSM) of the reservoir. The Eaton method, that can predict pore pressure from either velocity or resistivity, was used to calculate both pore pressure and fracture gradient and then calibrated using “real” data from well completion and driller’s reports. The pore pressure and fracture gradient are what set the upper and lower mud weight limits. These values range between 8.46 and 9.60 ppg and 10.12–15.33 ppg, respectively. The rock mechanical properties (Friction angle, cohesive strength and uniaxial compressive strength) were empirically derived and show a similar trend for all wells. The drilling mud window becomes more constricted at depths below 2600 m, to the TD of the well.http://link.springer.com/article/10.1007/s13202-018-0526-4Bredasdorp BasinGeo-pressure or GeopressurePore pressureOverburdenFracture gradientKR-field
collection DOAJ
language English
format Article
sources DOAJ
author Kalidhasen Ramiah
Kaushalendra B. Trivedi
Mimonitu Opuwari
spellingShingle Kalidhasen Ramiah
Kaushalendra B. Trivedi
Mimonitu Opuwari
A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South Africa
Journal of Petroleum Exploration and Production Technology
Bredasdorp Basin
Geo-pressure or Geopressure
Pore pressure
Overburden
Fracture gradient
KR-field
author_facet Kalidhasen Ramiah
Kaushalendra B. Trivedi
Mimonitu Opuwari
author_sort Kalidhasen Ramiah
title A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South Africa
title_short A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South Africa
title_full A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South Africa
title_fullStr A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South Africa
title_full_unstemmed A 2D geomechanical model of an offshore gas field in the Bredasdorp Basin, South Africa
title_sort 2d geomechanical model of an offshore gas field in the bredasdorp basin, south africa
publisher SpringerOpen
series Journal of Petroleum Exploration and Production Technology
issn 2190-0558
2190-0566
publishDate 2018-08-01
description Abstract This case study involves the unique application of density correction software applied to density data, prior to the estimation of geopressure gradients. The K-R gas field was discovered in 1983 about 50 km west, off the F-A gas field offshore South Africa. During exploration; gas discoveries were made in well KR-1 and KR-8, potentially commercial gas and encouraging oil flow rates in well KR-2, KR-4 and KR-6, a dry well for KR-5 and a dry well with encouraging oil shows in KR-3. The aim of this study is to create a model that evaluates the geomechanical behaviour of the upper shallow marine reservoir (USM) of the Bredasdorp Basin, South Africa and provide a safe drilling mud window for future work in the area. The K-R field has a strong NW–SE fault trend, resulting in a maximum horizontal stress orientation of 125°, determined from structural depth maps. All geopressure gradients were modelled using the drillworks@ software at the top (TUSM) and bottom (BUSM) of the reservoir. The Eaton method, that can predict pore pressure from either velocity or resistivity, was used to calculate both pore pressure and fracture gradient and then calibrated using “real” data from well completion and driller’s reports. The pore pressure and fracture gradient are what set the upper and lower mud weight limits. These values range between 8.46 and 9.60 ppg and 10.12–15.33 ppg, respectively. The rock mechanical properties (Friction angle, cohesive strength and uniaxial compressive strength) were empirically derived and show a similar trend for all wells. The drilling mud window becomes more constricted at depths below 2600 m, to the TD of the well.
topic Bredasdorp Basin
Geo-pressure or Geopressure
Pore pressure
Overburden
Fracture gradient
KR-field
url http://link.springer.com/article/10.1007/s13202-018-0526-4
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