Review of Submitted CSM Models Jeanne Hardebeck! USGS, Menlo Park, CA! Community Stress Model (CSM) strategy:! ! • Long-term goal: a model or set of models of stress and stressing rate in the southern California lithosphere.! • First step (ongoing) is to collect existing stress and stressing rate models from the SCEC community. ! • Plan to construct the final CSM model by combining the models and/ or using them to form branches. ! • Differences between contributed models:! 1. Reconcile through further work.! 2. Consider their variation to represent the uncertainty. ! 3. Choose a preferred model, or relative weighting of models.! 4. Become CSM model branches.! Model Format:! ! Spatial sampling:! - All models sampled on a common grid: covers San Andreas from creeping section to Gulf of California, state border on the east to continental borderland on the west. ! - 2 km spacing at 1 km to 25 km depth, 5 km spacing at 50, 75, and 100 km depth.! - Should oversample models (no aliasing).! - Modelers are responsible for any necessary interpolation of their models.! Model Format:! ! Spatial sampling:! - All models sampled on a common grid: covers San Andreas from creeping section to Gulf of California, state border on the east to continental borderland on the west. ! - 2 km spacing at 1 km to 25 km depth, 5 km spacing at 50, 75, and 100 km depth.! - Should oversample models (no aliasing).! - Modelers are responsible for any necessary interpolation of their models.! Stress field representation: ! - Stress or stressing rate (MPa or MPa/yr).! - Representation options: Stress tensor, or SHmax direction and SHmax, Shmin, and SV stress magnitudes.! - Almost all contributed models are represented as stress tensors, although not all models have meaningful isotropic and/or deviatoric stress amplitudes.! - Model uncertainty was requested, but almost no submitted models included uncertainty estimates.! Contributed Stress Models:! ! 1) Inversion of focal mechanisms for stress orientation. – Wenzheng Yang and Egill Hauksson (Caltech). [Similar model by Hardebeck (USGS), not used as to not double-weight focal mechanism inversions.]! ! 2) SHELLS finite element model including topography, depth-dependent rheology, frictional faults, and long-term deformation model. – Peter Bird (UCLA).! ! 3) Inversion for stress field that fits topography, fault loading from dislocation model, tectonic loading, and focal mechanisms. – Karen Luttrell (USGS), Bridget Smith-Konter (Texas), and David Sandwell (UC San Diego).! 4) Smoothing of World Stress Map (SHmax direction only). – Peter Bird (UCLA); Jeanne Hardebeck (USGS).! 5) Global model from density-driven mantle flow, plus lithosphere gravitational potential energy, fit to geoid and global plate motions. – Attreyee Ghosh (Bangalore Inst. Tech.) and Thorsten Becker (USC).! Yang & Hauksson! phi=(σ2-σ3)/(σ1-σ3)! Aphi=phi 0-1 : normal faulting (σ1 most vertical)! Aphi=2-phi 1-2 : strike-slip faulting (σ2 most vertical)! Aphi=2+phi 2-3 : reverse faulting (σ3 most vertical)! Bird SHELLS! phi=(σ2-σ3)/(σ1-σ3)! Aphi=phi 0-1 : normal faulting (σ1 most vertical)! Aphi=2-phi 1-2 : strike-slip faulting (σ2 most vertical)! Aphi=2+phi 2-3 : reverse faulting (σ3 most vertical)! Luttrell, Smith-Konter & Sandwell! phi=(σ2-σ3)/(σ1-σ3)! Aphi=phi 0-1 : normal faulting (σ1 most vertical)! Aphi=2-phi 1-2 : strike-slip faulting (σ2 most vertical)! Aphi=2+phi 2-3 : reverse faulting (σ3 most vertical)! Bird WSM! Hardebeck WSM! Ghosh & Becker! phi=(σ2-σ3)/(σ1-σ3) Aphi=phi 0-1 : normal faulting (σ1 most vertical) Aphi=2-phi 1-2 : strike-slip faulting (σ2 most vertical) Aphi=2+phi 2-3 : reverse faulting (σ3 most vertical) Stress Models: differen/al stress (σ1-­‐σ3) versus depth. Solid line/symbol: median. Dashed line: middle 68%. Contributed Stressing Rate Models:! ! ! 1) Block model fit to geodetic data. – Jack Loveless (Smith) and Brendan Meade (Harvard).! ! 2) Fault loading from dislocation model using geologic and geodetic slip rates. – Bridget Smith-Konter (Texas), and David Sandwell (UC San Diego).! 3) Fault loading from dislocation model plus static stress changes from earthquakes. – Anne Strader and David Jackson (UCLA).! 4) Local boundary element model fit to slip rates (LA, Ventura, San Gregorio). – Michele Cooke (UMass) and Scott Marshall (Appalachian State).! Loveless & Meade! Smith-Konter & Sandwell! Strader & Jackson! Cooke! Marshall LA! Marshall Ventura! More information about each model is available in the modelersʼ talks from the 2012 CSM workshop:! ! http://www.scec.org/workshops/2012/csm/index.html!