Integrated Analyses for Monitoring and Rapid Source Modeling of Earthquakes and Tsunamis Brendan Crowell Subduction Zone Observatory Seminar May 13, 2015.

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Presentation transcript:

Integrated Analyses for Monitoring and Rapid Source Modeling of Earthquakes and Tsunamis Brendan Crowell Subduction Zone Observatory Seminar May 13, 2015

Takeaway message: More data is never a bad thing!

Data Types for Real-Time Earthquake and Tsunami Monitoring Geodetic: GNSS (GPS, Galileo, GLONASS, Beidou) Static offsets Dynamic motions Derivative products (ionospheric perturbations, precipitable water) Strainmeters (Borehole, laser, creepmeters to a lesser extent) Tiltmeters Gravimeters Ocean bottom pressure Seafloor GNSS with wave gliders Seismic: Land-based strong-motion and broadband OBS through cabled array Seismogeodetic displacements and velocities (GNSS+seismic through Kalman filter) Other: Tide gauges Buoys

Applications of Different Data Types Earthquake Early Warning and Rapid Hazard Assessment P-wave displacement and frequency measurements (a few seconds) land-based seismic and OBS (Magnitude between 2 and ~8) seismogeodetic displacements (Magnitude > 5) S-wave approaches (20 seconds to a minute) GNSS displacements (seismogeodetic or otherwise; M>5) land-based seismic and OBS borehole strainmeters (lowers geodetic magnitude floor) Finite fault source modeling (several minutes) GNSS static offsets, kinematic inversions Seafloor GNSS (static offsets only) tiltmeters Ocean bottom pressure (> several minutes) W-phase (minimum 8 degree source-receiver distance) regional seismic networks Tsunami Early Warning (minutes to tens of minutes to hours) Near-field – Forward modeled sources from GNSS static offsets, kinematic inversions Ocean bottom pressure Tide Gauges Basin Wide Dart Buoys Ionospheric tracking from GNSS phase observables Gravity perturbations (if lucky, GRACE)

Overarching Theme: Different Data is Sensitive to Different Things Geodetic: GNSS: non-inertial displacements, low frequency sensitivity Strainmeters: orientation of deformation, sensitive to low and high frequencies Tiltmeters: Gradient of deformation (i.e. strain) in vertical, depth of deformation Gravimeters: mass changes Ocean bottom pressure: integrated water column changes Seafloor GNSS with wave gliders: proximity to sources InSAR, LIDAR, photogrammetry: high resolution deformation patterns Seismic: Land-based strong-motion and broadband: low noise, high frequency sensitivity OBS: proximity to sources Seismogeodetic: non-inertial displacements with sensitivity to both high and low frequencies Other: Tide gauges: coastal sea level Buoys: regional sea level

Kobayashi et al. [2006] – 2005 Mw 7.0 Fukuoka Prefecture Earthquake High-rate GPS inversion indicated more shallow slip under the area of maximum damage than the strong-motion inversion Joint inversion was able to capture both the shallow and deep behavior

Earthquake Early Warning Pd Scaling of Seismogeodesy vs. Strong-Motion for Large Earthquakes Crowell et al. [2013] Pd is the peak displacement during the first 5 seconds after the P-wave arrival – ElarmS relies on the scaling between Pd and distance from the earthquake to determine magnitude For large events, Pd calculations from strong-motion recordings saturate. Seismogeodetic displacements do no saturate due to low-frequency sensitivity

PBO Borehole Strainmeter Applicability to Early Warning

Melgar et al. [2013] – A systematic difference between source models using static offsets from GPS versus seismogeodesy

Koketsu et al. [2011] – Tohoku-oki earthquake

Koketsu et al. [2011] – Joint Inversion captures the seafloor geodetic observations

Melgar and Bock [2014] –Static GPS and Ocean Based Instrumentation

Melgar and Bock [2014] –Static GPS and Ocean Based Instrumentation – Tsunami Predictions

Melgar and Bock[2015] –Kinematic land versus Kinematic Land+Ocean Based Instrumentation Figures 4 and 7

Melgar and Bock[2015] – Maximum Tsunami Amplitude for an Different Inversions Figure 10

Melgar and Bock[2015] – Static, Kinematic, Ocean Based Instrumentation Figure 11

Melgar and Bock[2015] – Resolution Tests of different models Figure 15

Absolute Pressure Gauge functions as Strong-Motion Sensor From Diego Melgar

Rabble Points What data source provides the best return on investment? What shouldn’t we spend money on ever again? If we only installed one instrument, what would enhance our understanding of the seismic process in subduction zones the most and where should it be located? What other subduction zone processes or studies would be benefitted by these data sources? How can other data sources aid in rapid hazard assessments? Should real-time telemetered data be a priority in a subduction zone observatory?