Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura Depression
Two antiform structures in the Mura Depression were selected as the most promising in Slovenia for the construction of an underground gas storage facility in an aquifer. Seventeen reflection lines with a total length of 157km were recorded, and three boreholes were drilled. Structural models corresp...
Main Author: | |
---|---|
Format: | Article |
Language: | English |
Published: |
Geological Survey of Slovenia
1995-12-01
|
Series: | Geologija |
Subjects: | |
Online Access: | http://www.geologija-revija.si/dokument.aspx?id=853 |
id |
doaj-123a32f4921b4d3787dacd5151ef05dd |
---|---|
record_format |
Article |
spelling |
doaj-123a32f4921b4d3787dacd5151ef05dd2021-07-02T02:18:24ZengGeological Survey of SloveniaGeologija0016-77891854-620X1995-12-0137/38483549Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura DepressionAndrej GosarTwo antiform structures in the Mura Depression were selected as the most promising in Slovenia for the construction of an underground gas storage facility in an aquifer. Seventeen reflection lines with a total length of 157km were recorded, and three boreholes were drilled. Structural models corresponding to two different horizons (the pre-Tertiary basement and the Badenian-Sarmatianboundary) were constructed using the Sierra Mimic program. Evaluation of different velocity data (velocity analysis, sonic log, the down-hole method, and laboratory measurements on cores) was carried out in order to perform correct timeto-depth conversion and to estabUsh lateral velocity variations. The porous rock in Pečarovci structure is 70m thick layer of dolomite, occurring at a depth of 1900m, whereas layers of marl, several hundred meter thick, represent the impermeable cap-rock. Due to faults, the Dankovci structure, at a depth of 1200m,where the reservoir rocks consist of thin layers of conglomerate and sandstone,was proved to be less reliable. ID synthetic seismograms were used to correlatethe geological and seismic data at the borehole locations, especially at intervals with thin layers. The raytracing method on 2D models (the Sierra Quik package)was applied to confirm lateral continuity of some horizons and to improve the interpretation of faults which are the critical factor for gas storage.http://www.geologija-revija.si/dokument.aspx?id=853modelling of seismic reflection dataunderground gas storageMura DepresionSlovenia |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Andrej Gosar |
spellingShingle |
Andrej Gosar Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura Depression Geologija modelling of seismic reflection data underground gas storage Mura Depresion Slovenia |
author_facet |
Andrej Gosar |
author_sort |
Andrej Gosar |
title |
Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura Depression |
title_short |
Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura Depression |
title_full |
Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura Depression |
title_fullStr |
Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura Depression |
title_full_unstemmed |
Modelling of seismic reflection data for underground gas storage in the Pečarovci and Dankovci structures - Mura Depression |
title_sort |
modelling of seismic reflection data for underground gas storage in the pečarovci and dankovci structures - mura depression |
publisher |
Geological Survey of Slovenia |
series |
Geologija |
issn |
0016-7789 1854-620X |
publishDate |
1995-12-01 |
description |
Two antiform structures in the Mura Depression were selected as the most promising in Slovenia for the construction of an underground gas storage facility in an aquifer. Seventeen reflection lines with a total length of 157km were recorded, and three boreholes were drilled. Structural models corresponding to two different horizons (the pre-Tertiary basement and the Badenian-Sarmatianboundary) were constructed using the Sierra Mimic program. Evaluation of different velocity data (velocity analysis, sonic log, the down-hole method, and laboratory measurements on cores) was carried out in order to perform correct timeto-depth conversion and to estabUsh lateral velocity variations. The porous rock in Pečarovci structure is 70m thick layer of dolomite, occurring at a depth of 1900m, whereas layers of marl, several hundred meter thick, represent the impermeable cap-rock. Due to faults, the Dankovci structure, at a depth of 1200m,where the reservoir rocks consist of thin layers of conglomerate and sandstone,was proved to be less reliable. ID synthetic seismograms were used to correlatethe geological and seismic data at the borehole locations, especially at intervals with thin layers. The raytracing method on 2D models (the Sierra Quik package)was applied to confirm lateral continuity of some horizons and to improve the interpretation of faults which are the critical factor for gas storage. |
topic |
modelling of seismic reflection data underground gas storage Mura Depresion Slovenia |
url |
http://www.geologija-revija.si/dokument.aspx?id=853 |
work_keys_str_mv |
AT andrejgosar modellingofseismicreflectiondataforundergroundgasstorageinthepecarovcianddankovcistructuresmuradepression |
_version_ |
1721343440545906688 |