Vertical and Horizontal Migration of Gas Through the Marine Sediments of the Gulf of Mexico

Author(s):  
Rau´l Nava Castro ◽  
Wilbert E. Koh Cambranis ◽  
Paul Baerenwald

Since petroleum exploitation began activity in the Gulf of Mexico, geophysical studies have been carried out to detect geological hazards and features, which can affect the design or installation of platforms or pipelines. In some of the studies it was noted that shallow gas accumulations increase their size and number through time. This paper presents a comparison of three geophysical studies which were carried out in 1978 [1], 1997 [2] and 2002 [3]. The comparison is complemented with results obtained from geotechnical studies performed in 2002 [4–7] to evaluate the influence of the gas on the properties of the foundation zone soils. In the 1997 geophysical study, there were more detected gas accumulations than in 1978. The existing gas accumulations (originally detected in 1978) also increased in size over the nineteen-year period. The same phenomenon was also identified in the geophysical study of 2002, when the results were compared with the study performed in 1997, it appeared that the shallow gas accumulations increased both their size and number considerably over a period of only five years. The only explanation found for this phenomenon was that gas migrates vertically from the reservoir along a major geological fault that crosses the entire area, forming a chimney. Once the gas reached the shallow strata, the gas spread laterally, saturating the area around the geological fault with gas. Sand Strata A, B, C and D (identified in the geotechnical investigation) were the primary gas-charged strata, that is, the gas migrates laterally within these strata until encountering soils that can not confine the pressure developed by the gas accumulation [8] or until the gas finds a route to escape upwards. As a consequence, a sudden or gradual emanation occurs, altering the initial characteristics of the foundation zone soils and/or possibly damaging marine structures, resulting in economic loss.

Author(s):  
Jaime Nu´n˜ez Farfa´n ◽  
Diego Cruz Roque ◽  
Pro´coro Barrera Nabor ◽  
Wilbert Koh Cambranis

In order to define the zones at risk by the shallow gas and natural seeps of hydrocarbons in the Campeche Sound, a 3D geophysical study of 4 areas has been carried out in the region of the Cantarell oil field [1]. The results of this high resolution survey were correlated with previous explorations and it was possible to define the migration route and evolution of the shallow gas accumulations. The volume increase of the accumulations detected can not be explained by the lack of precision of the instruments and is more likely connected to the exploitation of the reservoir. The faults that transport the hydrocarbons from the reservoir to shallow strata define an area that contains several important platforms likely to be affected by the gas migration process. This geophysical survey was also used to define the location of three geotechnical borings for studying the degradation on the properties of the soils due to the presence of hydrocarbons that support the platforms.


Author(s):  
Ilugbo Stephen Olubusola ◽  
Adebo A. Babatunde ◽  
Ajayi Oluwasayo Adegbola ◽  
Adewumi Olufemi Olaoluwa ◽  
Edunjobi Hazeez Owolabi

Geophysical and geotechnical studies were carried out at a proposed location for the construction of a multi-storey structure in Akure, Southwestern, Nigeria. The aim was to ascertain the suitability of this location for both Founding and Engineering structures. The geophysical investigation involved the Vertical Electrical Sounding (VES) technique using the Schlumberger configuration, Dipole-Dipole Horizontal Profiling and a geotechnical investigation. A total of twenty-one (21) VES and five (5) Cone Penetration Test (CPT) locations were occupied within the study site. Dipole-Dipole Horizontal Profiling was occupied along traverses 1 and 2 within the investigated area. The electrode separation varies from 1 to 75 m. The investigation delineated three major layers which are topsoil, which is excavated before any foundation is laid. The second layer delineated was lateritic and the last was weathered layer. From the result obtained, depth to lateritic layer ranges from 1.1 to 9.0 m while resistivity defining the lateritic layer ranges from 150 Ωm to 792 Ωm. Some of the sounding curves generated over the VES stations and Dipole-Dipole Horizontal Profiling fairly correlated with those of the CPT profile. The high cone penetration resistance recorded at CPT point 4 and 5 is manifested as high geoelectric resistivity values recorded at VES 13. This shows that the soil has fairly low clay content. It also seen from the study that the geophysical studies has a greater depth penetration, and it also provide better layer characterization compared to geotechnical studies. The choice of foundation material, clay content and topography elevation should be taken into cognizance, since the load bearing capacity of the lateritic layer was appreciably high.


Author(s):  
Jaime Nu´n˜ez Farfa´n ◽  
Eduardo Galva´n Garci´a ◽  
Diego Cruz Roque ◽  
Wilbert Koh Cambranis

20 years of geotechnical investigation in the Campeche Sound were integrated using geostatistics to build a 3D model of the soil stratigraphy of a 800 km2 area. This model was developed analyzing the data structure and its space variability to conform the analytical model which later on was implemented into a Geographical Information System (GIS) in order to have not only rapid and a friendly access to the model but also to the original geotechnical and geophysical field reports and the location of infrastructure and geohazards in the area. A major part of the work was done by combining the experience and knowledge of the technology used to explore the soils and its evolution in 20 years with the scientific rigor of the geostatistics techniques in order to correlate the soil strata. In this article we present the methodology used to develop the model as well as the results obtained by its implementaion in a GIS.


Author(s):  
Pavel E. Syngaevsky

Abstract We observe two different events happening in a Matagorda Island area. Faults may act as a seal and enhance the shale sealing. Changes in pore pressure calculated from sonic/resistivity logs are steep, “transitional” zone is about a 100–150′ thick and almost invisible at a whole well scale. Because of such sharp changes these zones are hard to recognize on MWD, however typically one casing point required to separate it from upper normally pressured section. Another option — fault causes partial damage, possibly through micro-fractures in shales. Shale sealing properties are decreased pore pressure in reservoir sands is lower, that in neighboring blocks. Sealing zone possess gradual changes in pore pressure with lower values that expected. Such zones are up to 2000′ thick and could be observed on MWD as well as on conventional log diagrams. Several casing points required in order to drill through such zone. By incorporating this information into the geological model one can predict whether the fault will act as a pressure-formation liquids “semi-conductor” or as a good seal. Faults that damage the seal above overpressured zone might result in unexpected shallow overpressure and/or shallow gas. Such faults should be determined, mapped and avoid when possible from drilling.


2021 ◽  
Vol 42 (1) ◽  
Author(s):  
Yin-Sheng Huang ◽  
Shu-Kun Hsu ◽  
Chih-Chieh Su ◽  
Andrew Tien-Shun Lin ◽  
Pai-Sen Yu ◽  
...  

AbstractWe have collected two shallow gas hydrate samples at two sites having different geological settings off southwest Taiwan during the cruise MD214 in 2018. The first core site, MD18-3542, is on the South Yuan-An East Ridge at ~ 1200 m water deep, where a structural unconformity covered by fine-silt sediments appears at ~ 5.5 m below the seafloor. The second core site, MD18-3543, is close to the Good-Weather Ridge at ~ 1100 m water deep, where a gas-related pockmark structure and authigenic carbonates are present at shallow strata with fine-silt sediments near the seafloor. Sediment properties of core MD18-3542 are distinctively different above and below the layer corresponding to the unconformity. Both cores show obvious gaps or voids in the lower core halves. The core features could be linked to the dissociated methane upward migrating from deep strata. Core site settings with upwelling methane would favor the formation of shallow gas hydrates. At site MD18-3542, the shallow hydrate could be formed due to high concentration methane kept beneath the unconformity covered by fine-silt sediments. At site MD18-3543, the shallow hydrate could be formed due to an extremely high flux of upwelling methane trapped either beneath the authigenic carbonates or fine-silt sediments.


10.12737/5680 ◽  
2014 ◽  
Vol 2 (2) ◽  
pp. 96-99
Author(s):  
Игнат Субботин ◽  
Ignat Subbotin ◽  
Виталий Субботин ◽  
Vitaliy Subbotin ◽  
Анатолий Субботин ◽  
...  

This article focuses on the role of geotechnical studies in the analysis of the possibility of reconstruction of buildings and structures. Geotechnical monitoring - a range of activities in order to determine the actual state of supporting and building envelope building when reconstruction or repair. This set of measures to control, testing and evaluation of the technical state of con-constructions, holding that due to the need to determine their performance, identify defects and their causes, forecasting further safe operation of buildings and structures. Based on the survey data and of engineering and geological studies, experts can make decisions about the possibility of redevelopment of the building, its possible add-ins, or simply strengthen building structures for the continued safe operation of the facility. This article describes the complex geotechnical studies on the example of building a film studio on the street. Red Army, 94 / str. Ostrowski, 92 in Rostov-on-Don. According to the results of the survey were identified and described the characteristic defects and describes their causes. Made The analysis of the technical condition of the building and the possibility of its reconstruction.


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