scholarly journals Calibration of PS09, PS10, and PS11 trans-Alaska pipeline system strong-motion instruments, with acceleration, velocity, and displacement records of the Denali fault earthquake, 03 November 2002

2006 ◽  
Author(s):  
John R. Evans ◽  
E. Gray Jensen ◽  
Russell Sell ◽  
Christopher D. Stephens ◽  
Douglas J. Nyman ◽  
...  
Keyword(s):  
Strong Motion ◽  
Pipeline System ◽  
Denali Fault

scholarly journals Geotechnical Reconnaissance of the 2002 Denali Fault, Alaska, Earthquake

2004 ◽  
Vol 20 (3) ◽  
pp. 639-667 ◽  
Author(s):  
Robert Kayen ◽  
Eric Thompson ◽  
Diane Minasian ◽  
Robb E. S. Moss ◽  
Brian D. Collins ◽  
...  
Keyword(s):  
Strong Motion ◽  
Source Model ◽  
Eastern Region ◽  
Rupture Directivity ◽  
Fault Rupture ◽  
Alluvial Deposits ◽  
Alaska Range ◽  
Denali Fault ◽  
Pump Station ◽  
Portable Apparatus

The 2002 M7.9 Denali fault earthquake resulted in 340 km of ruptures along three separate faults, causing widespread liquefaction in the fluvial deposits of the alpine valleys of the Alaska Range and eastern lowlands of the Tanana River. Areas affected by liquefaction are largely confined to Holocene alluvial deposits, man-made embankments, and backfills. Liquefaction damage, sparse surrounding the fault rupture in the western region, was abundant and severe on the eastern rivers: the Robertson, Slana, Tok, Chisana, Nabesna and Tanana Rivers. Synthetic seismograms from a kinematic source model suggest that the eastern region of the rupture zone had elevated strong-motion levels due to rupture directivity, supporting observations of elevated geotechnical damage. We use augered soil samples and shear-wave velocity profiles made with a portable apparatus for the spectral analysis of surface waves (SASW) to characterize soil properties and stiffness at liquefaction sites and three trans-Alaska pipeline pump station accelerometer locations.

Web-Based Virtual Seismic Monitoring for Pipelines

2013 ◽  
Author(s):  
Douglas J. Nyman ◽  
Robert L. Nigbor
Keyword(s):  
Ground Motion ◽  
Ground Motions ◽  
Strong Motion ◽  
Seismic Monitoring ◽  
Scientific Data ◽  
Soil Conditions ◽  
Pipeline System ◽  
Web Based ◽  
Motion Data ◽  
Liquefaction Hazard

Strong motion seismic monitoring systems are often installed at critical industrial facilities located in areas of moderate to high seismicity. The objective of seismic monitoring is to facilitate post-earthquake evaluation and emergency action by providing rapid detection of seismic events and associated data, alarms, and information. Seismic monitoring can play a similar role for pipelines, especially considering the added geohazard risks along right-of-ways that might include landslides, fault crossings, and liquefaction hazard areas. Because of spatial distribution, seismic monitoring for pipelines is more complex than that required for a site-specific facility. In recent years, graphical software known as “ShakeMap,” developed by U.S. Geological Survey (USGS), has been used to rapidly estimate and distribute the distribution and intensity of earthquake ground motions from an earthquake. The ShakeMap solution for ground motions takes into account the distance from the earthquake source, the rock and soil conditions at sites, and variations in the propagation of seismic waves due to complexities in the structure of the Earth’s crust. ShakeMap ground motion data is available for automatic download from the USGS for potentially damaging earthquakes, e.g., Magnitude 5 and greater, within minutes after the event. USGS’ ShakeMap provides the opportunity to implement web-based systems to conduct automatic seismic monitoring for cross-county pipelines or networks of pipelines. A monitoring website can be equipped with a seismic database of fragilities that characterize geohazard vulnerabilities along pipeline right-of-ways as well as support facilities. Website software can be used to process the ground motion data to assess the threat to the pipeline system, advise pipeline controllers on the need for shutdown, and guide post-earthquake inspection on a prioritized basis. Drawing from the authors’ recent seismic monitoring experience for the Trans-Alaska Pipeline and other lifeline facilities, a conceptual plan for web-based seismic monitoring for pipelines is presented. The choice of a software platform can range from the use of open-source software available from USGS (ShakeCast) to custom software making direct use of gridded data downloads. Regardless of implementation strategy, the most convincing point to be made is that a seismic monitoring system need not require the installation of seismic instruments and the associated commitment to maintenance and hands-on seismology; instead it makes use of publicly available scientific data for rapid post-earthquake assessment.

scholarly journals A Teleseismic Study of the 2002 Denali Fault, Alaska, Earthquake and Implications for Rapid Strong-Motion Estimation

2004 ◽  
Vol 20 (3) ◽  
pp. 617-637 ◽  
Author(s):  
Chen Ji ◽  
Don V. Helmberger ◽  
David J. Wald
Keyword(s):  
Moment Tensor ◽  
Strong Motion ◽  
P Wave ◽  
Phase Iii ◽  
Peak Ground Velocity ◽  
Centroid Moment Tensor ◽  
Waveform Data ◽  
Arrival Times ◽  
Denali Fault ◽  
Alaska Earthquake

Slip histories for the 2002 M7.9 Denali fault, Alaska, earthquake are derived rapidly from global teleseismic waveform data. In phases, three models improve matching waveform data and recovery of rupture details. In the first model (Phase I), analogous to an automated solution, a simple fault plane is fixed based on the preliminary Harvard Centroid Moment Tensor mechanism and the epicenter provided by the Preliminary Determination of Epicenters. This model is then updated (Phase II) by implementing a more realistic fault geometry inferred from Digital Elevation Model topography and further (Phase III) by using the calibrated P-wave and SH-wave arrival times derived from modeling of the nearby 2002 M6.7 Nenana Mountain earthquake. These models are used to predict the peak ground velocity and the shaking intensity field in the fault vicinity. The procedure to estimate local strong motion could be automated and used for global real-time earthquake shaking and damage assessment.

Trans-Alaska Pipeline System Performance in the 2002 Denali Fault, Alaska, Earthquake

2004 ◽  
Vol 20 (3) ◽  
pp. 707-738 ◽  
Author(s):  
Douglas G. Honegger ◽  
Douglas J. Nyman ◽  
Elden R. Johnson ◽  
Lloyd S. Cluff ◽  
Steve P. Sorensen
Keyword(s):  
System Performance ◽  
Seismic Hazards ◽  
Response Strategy ◽  
Pipeline System ◽  
Special Design ◽  
Earthquake Preparedness ◽  
Denali Fault ◽  
Fault Displacement ◽  
Major Pipeline ◽  
Pipeline Crossing

The Trans-Alaska Pipeline System is one of the most significant engineering achievements of the 20thcentury and the first major pipeline system for which considerable attention was focused on the identification and quantification of potential seismic hazards and the implementation of design and operational features to address those hazards. One of these special design features included the concept for an above-ground supporting system for the pipeline crossing of the Denali fault. The 2002 M7.9 Denali fault earthquake represents the first successful test of a structure specifically designed for fault displacement. The earthquake also demonstrated the benefits of the multi-tiered earthquake preparedness and response strategy in place at the time of the earthquake.

Strong-Motion Records of the 2002 Denali Fault, Alaska, Earthquake

2004 ◽  
Vol 20 (3) ◽  
pp. 579-596 ◽  
Author(s):  
Artak Martirosyan ◽  
Roger Hansen ◽  
Natalia Ratchkovski
Keyword(s):  
Near Field ◽  
Strong Motion ◽  
Fault Rupture ◽  
Ground Acceleration ◽  
Denali Fault ◽  
Motion Data ◽  
Field Recordings ◽  
Pump Station ◽  
Slip Event ◽  
Major Strike

The MW 7.9 Denali Fault earthquake on 3 November 2002 ruptured a 340-km section along the Susitna Glacier, Denali, and Totschunda faults in central Alaska. The earthquake was digitally recorded at more than 55 strong-motion sites throughout the state at distances up to 280 km from the fault rupture. The site closest to the fault, Trans-Alaska Pipeline Pump Station 10, is located about 3 km north of the surface rupture, where the observed maximum horizontal peak ground acceleration was about 0.35 g. The peak horizontal accelerations observed at the sites closest to the fault rupture were considerably smaller than those yielded by the ground-motion prediction equations. Although the earthquake provided a valuable set of strong-motion data, an important opportunity was missed to capture near-field recordings from such a major strike-slip event. A concerted national effort is needed to prioritize the instrumentation of faults that are likely locations of future great earthquakes.

THE EMPIRICAL GREEN’S FUNCTION TECHNIQUE MODIFICATION FOR ACCELEROGRAM SYNTHESIS IN LOWSEISMICITY REGIONS

2018 ◽  
Vol 12 (5-6) ◽  
pp. 72-80
Author(s):  
A. A. Krylov
Keyword(s):  
Green’S Function ◽  
Green's Function ◽  
Main Shock ◽  
Amplitude Spectrum ◽  
Strong Motion ◽  
Function Technique ◽  
Focal Region ◽  
Empirical Green’S Function ◽  
Epicentral Zone ◽  
Empirical Green's Function

In the absence of strong motion records at the future construction sites, different theoretical and semi-empirical approaches are used to estimate the initial seismic vibrations of the soil. If there are records of weak earthquakes on the site and the parameters of the fault that generates the calculated earthquake are known, then the empirical Green’s function can be used. Initially, the empirical Green’s function method in the formulation of Irikura was applied for main shock record modelling using its aftershocks under the following conditions: the magnitude of the weak event is only 1–2 units smaller than the magnitude of the main shock; the focus of the weak event is localized in the focal region of a strong event, hearth, and it should be the same for both events. However, short-termed local instrumental seismological investigation, especially on seafloor, results usually with weak microearthquakes recordings. The magnitude of the observed micro-earthquakes is much lower than of the modeling event (more than 2). To test whether the method of the empirical Green’s function can be applied under these conditions, the accelerograms of the main shock of the earthquake in L'Aquila (6.04.09) with a magnitude Mw = 6.3 were modelled. The microearthquake with ML = 3,3 (21.05.2011) and unknown origin mechanism located in mainshock’s epicentral zone was used as the empirical Green’s function. It was concluded that the empirical Green’s function is to be preprocessed. The complex Fourier spectrum smoothing by moving average was suggested. After the smoothing the inverses Fourier transform results with new Green’s function. Thus, not only the amplitude spectrum is smoothed out, but also the phase spectrum. After such preliminary processing, the spectra of the calculated accelerograms and recorded correspond to each other much better. The modelling demonstrate good results within frequency range 0,1–10 Hz, considered usually for engineering seismological studies.

Additional methods to improve the energy efficiency of oil pipeline transportation

2020 ◽  
Vol 10 (5) ◽  
pp. 558-565
Author(s):  
Marat R. Lukmanov ◽  
◽  
Sergey L. Semin ◽  
Pavel V. Fedorov ◽  
◽  
...  
Keyword(s):  
Energy Efficiency ◽  
Energy Saving ◽  
Pipeline System ◽  
Energy Costs ◽  
Improvement Program ◽  
Oil Pipeline ◽  
Energy Efficiency Improvement ◽  
Oil Transportation ◽  
Pumping Equipment ◽  
Preparatory Work

The challenges of increasing the energy efficiency of the economy as a whole and of certain production sectors in particular are a priority both in our country and abroad. As part of the energy policy of the Russian Federation to reduce the specific energy intensity of enterprises in the oil transportation system, Transneft PJSC developed and implements the energy saving and energy efficiency improvement Program. The application of energy-saving technologies allowed the company to significantly reduce operating costs and emissions of harmful substances. At the same time, further reduction of energy costs is complicated for objective reasons. The objective of this article is to present additional methods to improve the energy efficiency of oil transportation by the example of the organizational structure of Transneft. Possibilities to reduce energy costs in the organization of the operating services, planning and execution of work to eliminate defects and preparatory work for the scheduled shutdown of the pipeline, the use of pumping equipment, including pumps with variable speed drive, the use of various pipelines layouts, changing the volume of oil entering the pipeline system and increase its viscosity.

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