Difference between revisions of "Broadband Hanging Wall Simulation"
From SCECpedia
Jump to navigationJump to search| Line 1: | Line 1: | ||
| − | + | = Graves Hanging Wall Study = | |
| − | == | + | == Study Specifications == |
| − | |||
| − | + | This Wiki page describes the simulations that will be performed on the Broadband Platform to investigate footwall / hanging wall and directivity effects for NGA-W2. This simulation is expected to generate 205,776 3-component seismograms. Robert Graves has written a specification for a set of footwall and hanging wall simulation in this document [http://hypocenter.usc.edu/research/broadband/HwFwProblem/fwhw+dir_simulation_plan-v3.pdf HangingWall Specfiications 2011]. | |
| + | |||
| + | == Setting Up Study Inputs == | ||
| + | |||
| + | TBD | ||
| + | |||
| + | == Running Study with Broadband 11.2.2 == | ||
| + | |||
| + | TBD | ||
| + | |||
| + | == Running Study with Parallel Broadband == | ||
| + | |||
| + | TBD | ||
== Computational Estimates for Hanging Wall Problem == | == Computational Estimates for Hanging Wall Problem == | ||
| Line 52: | Line 63: | ||
</pre> | </pre> | ||
| − | == Related Entries | + | == Downloads == |
| + | |||
| + | TBD | ||
| + | |||
| + | = Kottke Hanging Wall Study = | ||
| + | |||
| + | == Study Specifications == | ||
| + | |||
| + | TBD | ||
| + | |||
| + | == Setting Up Study Inputs == | ||
| + | |||
| + | TBD | ||
| + | |||
| + | == Running Study with Broadband 11.2.2 == | ||
| + | |||
| + | TBD | ||
| + | |||
| + | == Running Study with Parallel Broadband == | ||
| + | |||
| + | TBD | ||
| + | |||
| + | == Downloads == | ||
| + | |||
| + | TBD | ||
| + | |||
| + | |||
| + | = Related Entries = | ||
*[[Broadband Platform]] | *[[Broadband Platform]] | ||
| − | + | = See Also = | |
*[[Main Page]] | *[[Main Page]] | ||
Revision as of 22:43, 15 February 2012
Graves Hanging Wall Study
Study Specifications
This Wiki page describes the simulations that will be performed on the Broadband Platform to investigate footwall / hanging wall and directivity effects for NGA-W2. This simulation is expected to generate 205,776 3-component seismograms. Robert Graves has written a specification for a set of footwall and hanging wall simulation in this document HangingWall Specfiications 2011.
Setting Up Study Inputs
TBD
Running Study with Broadband 11.2.2
TBD
Running Study with Parallel Broadband
TBD
Computational Estimates for Hanging Wall Problem
The Footwall/Hanging wall problem has been defined as a set of (1) ruptures, (2) variations for each rupture, (3) station list for each rupture, and (4) code-bases used. A useful metric is the total number of 3 component seismograms required to completed the problem.
36 Code base combinations in Broadband v11.2.1 Stations in Station List by rupture ------------------- Mw6.0: 105 Mw6.5: 117 Mw7.0: 163 Mw7.5: 175 Rupture Variation by magnitude ------------------- Mw6.0: 9 Mw6.5: 9 Mw7.0: 11 Mw7.5: 11 Seismograms per run (stations * variations): -------------------------------------------- Mw6.0: 105 * 9 = 945 Mw6.5: 117 * 9 = 1053 Mw7.0: 163 * 11 = 1793 Mw7.5: 175 * 11 = 1925 ------------------ Total: 5716 seismograms per problem Total Seismograms = 36*5716 = 205,776 Runtime Estimates: (6.0 40 mins, 6.5 2 hrs, 7.0 8 hrs, 7.5 34 hrs) Mw6.0: (9*36) runs *40 mins = 216 hrs Mw6.5: (9*36) runs *2 hrs = 648 hrs Mw7.0: (11*36) runs *8 hrs = 3168 hrs Mw7.5: (11*36) runs *34 hrs = 13464 hrs ------------------------------------------- Total runtime (1 core): 729 Days
Downloads
TBD
Kottke Hanging Wall Study
Study Specifications
TBD
Setting Up Study Inputs
TBD
Running Study with Broadband 11.2.2
TBD
Running Study with Parallel Broadband
TBD
Downloads
TBD
