Seismicity Sample Clauses

Seismicity. Induced seismicity of high intensity was unknown in the Húsmúli area. However, already during drilling of xxxxx in the Húsmúli formation, seismicity occurred when intersecting permeable formations or the bottom of the feed zones with maximum magnitudes of ML 2.5 [16]. Production tests have furthermore caused seismic events as well as swarms of earthquakes that were registered after commission of the field in September 2011 with two magnitude 4 earthquakes. The seismicity during operation is thought to be caused by the injections lowering the effective pressure and thus friction on faults and by mass extraction causing subsidence [17]. It is furthermore related to the temperature of the injected water, as seismicity is higher with cold water. Furthermore there is a temporal trend, as seismicity ceased with time, indicating a release of stress. Finally, with increasing injection rate (l/s) the seismicity is increasing [17]. The orientation of the registered seismic events is contradicting the orientation of the NE-SW trending swarm of fissures in the Húsmúli area and is probably related to the orientation of the South Iceland Seismic Zone, where most of the strike-slip faults are N-E oriented.
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Seismicity. Over the past 500 years, the region around St. Gallen experienced seismicity, however not particularly along the fault in the target region. The closest seismic event was an earthquake in 1987 with a magnitude of ML 3.2 located near the town of Abtwil, WNW of St. Gallen [23]. The distance between the epicenter of the 1987 earthquake and the 2013 St. Gallen earthquake is about 2 km. A normal faulting regime was observed at the 1987 earthquake [20]. Due to the lack of recent seismic activity the public utility company of St.Gallen, project operator St. Galler Stadtwerke, concluded that the fault zone is hardly seismically active [24]. However, during the step-rate injection test 12 micro-earthquakes were detected with magnitudes ML <= 0.9, followed by seismic events in vicinity of the injection with magnitudes ML <= 1.2 during the acidization, and further increasing seismicity with the ML 3.5 event during the well control operation after the gas kick. The focal mechanism of event indicates a strike-slip faulting regime with the maximum principal stress in NNW-SSE. [25] relocated the seismicity around the St. Gallen site and concluded that the majority of earthquakes (more than 800 events in 2013) is „[...] located in the pre-Mesozoic basement, likely within a Permo- Carboniferous trough below the targeted hydrothermal aquifer.“ This supports the possibility that the gas migrated upward from the Permo-Carboniferous trough [26].
Seismicity. The regional seismic activity of the area could be considered as moderate with magnitude less than 5.0 (Mezcua et al., 1992), and mainly concentrated between the two major islands (Tenerife and Gran Canaria). During 2004 the island of Tenerife experienced a seismic crisis with more than 2000 recorded events (more than 350 located and 5 felt by the population) (xxx.xxx.xx) which were considered evidence of a volcanic reactivation after almost 100 years of calm (Xxxxx et al., 2009 and references therein). This crisis produced a significant social impact due to the high population of the island and the previous long repose periods in volcanic activity on Tenerife. Figure 20 shows the seismicity from 2004 to 2016 located by the IGN (xxx.xxx.xx).
Seismicity. According to revised IS-1843/2002, the gravity canal falls within the zone-2 of the Seismic Zone Map of India (Plate-5) which means that the area has very low damage risk. Although the proposed area falls under low damage risk one without potential threat to the structures, precautions have been taken for earth quake resistant design of major structures like aqueducts, Super passages, bridges etc. Considering an important factor of 3, the horizontal seismic coefficient is taken as 0.05g and vertical seismic coefficients as 0.10g
Seismicity. Regional Local earthquake effects Ground rupture potential Liquefaction potential Lateral spreading potential Potential for ground lurching Potential for Tsunami Potential for seiche Seismically included land sliding or rockfall RECOMMENDATIONS
Seismicity. In identifying and evaluating all potential threats to each pipe- line segment pursuant to parts 192 and 195 of title 49, Code of Federal Regulations, an operator of a pipeline facility shall con- sider the seismicity of the area.

Related to Seismicity

  • Geotechnical 19 The A/E as required shall review past pavement, soil 20 and geology investigations, discuss past findings as 21 impacting the subject roadway project, and independently 22 perform design-needed geotechnical services including 23 development and implementation of a field investigation plan 24 involving any field data collection as deemed necessary, 25 development of a laboratory testing program to conduct soils 26 surface and subsurface characterization tests as applicable 1 to the needs of the project, development of seismic analysis 2 and design criteria in accordance with code requirements, 3 development of pavement condition studies to provide 4 recommendations concerning life cycle costs and 5 rehabilitation/reconstruction methods, and recommendations 6 for the design of foundations, embankment and excavation 7 procedures, settlement analysis, lateral, active, and passive 8 earth pressures, de-watering, landslide mapping, slope 9 stabilization, soil corrosion, erosion, sedimentation control 10 and other applicable design criteria as deemed necessary.

  • Geological and Archeological Specimens If, during the execution of the Work, the Contractor, any Subcontractor, or any servant, employee, or agent of either should uncover any valuable material or materials, such as, but not limited to, treasure trove, geological specimens, archival material, archeological specimens, or ore, the Contractor acknowledges that title to the foregoing is vested in the Owner. The Contractor shall notify the Owner upon the discovery of any of the foregoing, shall take reasonable steps to safeguard it, and seek further instruction from the Design Professional. Any additional cost incurred by the Contractor shall be addressed under the provision for changed conditions. The Contractor agrees that the Geological and Water Resources Division and the Historic Preservation Division of the Georgia Department of Natural Resources may inspect the Work at reasonable times.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. Experience: A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • Sampling The Licensee agrees that the Composition is purchased as a “Work Made for Hire” whereby the clearing of any sampled materials is the responsibility of Licensee.

  • Scaling “Scaling,” as used herein, involves:

  • Site Lands or areas indicated in the Contract Documents as being furnished by the Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by the Owner that are designated for the use of the Contractor. Also referred to as Project Site, Job Site and Premises.

  • The Site The site of the Project Highway (the “Site”) shall comprise the site described in Schedule-A in respect of which the Right of Way shall be provided by the Authority to the Contractor. The Authority shall be responsible for:

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Maps The maps service and features of the iOS Software (“Maps”), including map data coverage, may vary by region. When you use any location-based features within Maps, such as turn-by-turn navigation, traffic and local search, various location-related and usage information may be sent to Apple, including the real-time geographic location of your iOS Device, in order to process your request and help improve Maps. Such location and usage data is collected by Apple in a form that does not personally identify you. By using Maps, you agree and consent to Apple’s and its subsidiaries’ and agents’ transmission, collection, maintenance, processing, and use of this information, to provide and improve the Maps features and service, and other Apple products and services. You may disable the location-based functionality of Maps by going to the Location Services setting on your iOS Device and turning off the individual location setting for Maps. Certain Maps features will however be unavailable if you disable the Location Services setting, such as turn-by-turn navigation.

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