Difference between revisions of "CyberShake Production Run"
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(1) Are the current [[CCA]]06 3D velocity model and 1D velocity model ready for use ? | (1) Are the current [[CCA]]06 3D velocity model and 1D velocity model ready for use ? | ||
*http://scec.usc.edu/scecpedia/CyberShake_Study_16.9 | *http://scec.usc.edu/scecpedia/CyberShake_Study_16.9 | ||
| − | (2) Are the full N.SAF and S.SAF CVMs ready for use, including interfaces between CVMs ? | + | (2) Do the CyberShake meshes produced by UCVM match the expected CVM models including min Vs floor and Vp/Vs ration ? |
| + | *http://scec.usc.edu/scecpedia/CyberShake_Study_16.9 (min Vs, min Vp, min Rho, vp/vs > 1.45) | ||
| + | (3) Are the full N.SAF and S.SAF CVMs ready for use, including interfaces between CVMs ? | ||
*http://scec.usc.edu/scecpedia/CyberShake_Study_16.9 | *http://scec.usc.edu/scecpedia/CyberShake_Study_16.9 | ||
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(4) Do we include the N. SAF events for sites within 200km, and exclude N.SAF events for sites more than 200km away ? | (4) Do we include the N. SAF events for sites within 200km, and exclude N.SAF events for sites more than 200km away ? | ||
* http://scec.usc.edu/scecpedia/CCA_N_SAF_Test | * http://scec.usc.edu/scecpedia/CCA_N_SAF_Test | ||
Latest revision as of 22:05, 14 December 2016
Planning for the next CyberShake Production Run
Planned Production Run
Points to Finalize
(1) Are the current CCA06 3D velocity model and 1D velocity model ready for use ?
(2) Do the CyberShake meshes produced by UCVM match the expected CVM models including min Vs floor and Vp/Vs ration ?
- http://scec.usc.edu/scecpedia/CyberShake_Study_16.9 (min Vs, min Vp, min Rho, vp/vs > 1.45)
(3) Are the full N.SAF and S.SAF CVMs ready for use, including interfaces between CVMs ?
(4) Do we include the N. SAF events for sites within 200km, and exclude N.SAF events for sites more than 200km away ?
(5) Does the current CyberShake software stack on Blue Waters and Titan produce results equivalent to the CyberShake Study 15.4 software stack ?
- Re-run S4.26 using current software stack for one site hazard curve.
