[cig-commits] r15708 - in doc/geodynamics.org/benchmarks/trunk/short: . benchmark-landers benchmark-rs benchmark-rs/results benchmark-rs-nog benchmark-rs-nog/geofest-input benchmark-rs-nog/plots benchmark-rs-nog/pylith-0.8-input benchmark-rs-nog/results benchmark-strikeslip benchmark-strikeslip/geofest-input benchmark-strikeslip/plots benchmark-strikeslip/pylith-0.8-input benchmark-strikeslip/results landers rs rs/results rs-nog rs-nog/geofest-input rs-nog/plots rs-nog/pylith-0.8-input rs-nog/results strikeslip strikeslip/geofest-input strikeslip/plots strikeslip/pylith-0.8-input strikeslip/results
luis at geodynamics.org
luis at geodynamics.org
Wed Sep 30 15:06:07 PDT 2009
Author: luis
Date: 2009-09-30 15:06:04 -0700 (Wed, 30 Sep 2009)
New Revision: 15708
Added:
doc/geodynamics.org/benchmarks/trunk/short/landers/
doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.html
doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.rst
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/description-rs-nog.html
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/description-rs-nog.rst
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/geofest-input/
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/geofest-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/geofest-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/plots/
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/plots/index.html
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/plots/index.rst
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.html
doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.rst
doc/geodynamics.org/benchmarks/trunk/short/rs/
doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.html
doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.rst
doc/geodynamics.org/benchmarks/trunk/short/rs/results/
doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.html
doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.rst
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.html
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.rst
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/geofest-input/
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/geofest-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/geofest-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.html
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.rst
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.html
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.rst
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/pylith-0.8-input/
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/pylith-0.8-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/pylith-0.8-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/index.html
doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/index.rst
Removed:
doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.rst
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.html
doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.rst
Log:
Shorten benchmark-* folders
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.html 2009-09-30 22:06:04 UTC (rev 15708)
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-<h1 class="title">Summary</h1>
-
-<!-- Plone Metadata -->
-<!-- description-landers -->
-<!-- Benchmark Description -->
-<!-- Benchmark problem description -->
-<p>Viscoelastic (Maxwell) relaxation of stresses from the 1992 M7.3 Landers earthquake,
-focusing on the deformation in the area of the 1999 M7.1 Hector Mine earthquake.</p>
-<div class="section" id="problem-specification">
-<h1>Problem Specification</h1>
-<div class="section" id="model-size-need-specs-for-carl-s-mesh">
-<h2>Model size -- [NEED SPECS FOR CARL'S MESH]</h2>
-</div>
-<div class="section" id="material-properties">
-<h2>Material properties</h2>
-<dl class="docutils">
-<dt>Elastic</dt>
-<dd><p class="first">The material properties are a simplified 1-D version of the
-3-D SCEC Community Velocity Model. The 1-D model contains 11 layers with
-uniform material properties within each layer and a minimum layer thickness
-of 2 km. The elastic properties are given in an "ASCII":materials_layers2km.txt
-file.</p>
-<dl class="last docutils">
-<dt>Viscoelastic -- Maxwell linear viscoelasticity (based on values in Pollitz, EPSL, 2003)</dt>
-<dd>Upper crust (-19 km ≤ z) -- η = 1.0e+25 Pa-s (essentially elastic)
-Lower crust (-30 km ≤ z < - 19 km) -- η = 32.2e+18 Pa-s
-Mantle (z < -30 km) -- η = 4.6e+18 Pa-s</dd>
-</dl>
-</dd>
-<dt>Fault geometry and slip distribution</dt>
-<dd>The Landers and Hector Mine fault geometries and slip distribution
-for Landers are incorporated into the LaGriT mesh.</dd>
-<dt>Boundary conditions</dt>
-<dd>Bottom and side displacements are pinned. Top of the model is a free surface.</dd>
-<dt>Discretization</dt>
-<dd>[GET SPECS FROM CARL'S MESH]</dd>
-<dt>Element types</dt>
-<dd>Linear and/or quadratic tetrahedral elements</dd>
-</dl>
-</div>
-</div>
-<div class="section" id="requested-output">
-<h1>Requested Output</h1>
-<div class="section" id="solution">
-<h2>Solution</h2>
-<p>Displacements at all nodes at times of 0, 0.5, 1, 2, 4, and 7 years
-as well as the mesh topology (i.e., element connectivity arrays and
-coordinates of vertices) and basis functions. Also compute the traction
-vector computed at the quadrature points of the faces making up the
-Hector Mine faults.</p>
-<p>June 30, 2006 -- Use ASCII output for now. In the future we will
-switch to using HDF5 files.</p>
-</div>
-<div class="section" id="performance">
-<h2>Performance</h2>
-<blockquote>
-<ul class="simple">
-<li>CPU time</li>
-<li>Wallclock time</li>
-<li>Memory usage</li>
-<li>Compiler and platform info</li>
-</ul>
-</blockquote>
-</div>
-</div>
-<div class="section" id="truth">
-<h1>"Truth"</h1>
-<blockquote>
-You can't handle the truth</blockquote>
-</div>
-<div class="section" id="url">
-<h1>URL</h1>
-<blockquote>
-<a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-landers/description-landers">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-landers/description-landers</a></blockquote>
-</div>
-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,79 +0,0 @@
-.. Plone Metadata
-.. description-landers
-.. Benchmark Description
-.. Benchmark problem description
-
-Summary
-=======
-
-Viscoelastic (Maxwell) relaxation of stresses from the 1992 M7.3 Landers earthquake,
-focusing on the deformation in the area of the 1999 M7.1 Hector Mine earthquake.
-
-Problem Specification
----------------------
-
-Model size -- [NEED SPECS FOR CARL'S MESH]
-``````````````````````````````````````````
-
-Material properties
-```````````````````
-
-Elastic
- The material properties are a simplified 1-D version of the
- 3-D SCEC Community Velocity Model. The 1-D model contains 11 layers with
- uniform material properties within each layer and a minimum layer thickness
- of 2 km. The elastic properties are given in an "ASCII":materials_layers2km.txt
- file.
-
- Viscoelastic -- Maxwell linear viscoelasticity (based on values in Pollitz, EPSL, 2003)
- Upper crust (-19 km ≤ z) -- η = 1.0e+25 Pa-s (essentially elastic)
- Lower crust (-30 km ≤ z < - 19 km) -- η = 32.2e+18 Pa-s
- Mantle (z < -30 km) -- η = 4.6e+18 Pa-s
-
-Fault geometry and slip distribution
- The Landers and Hector Mine fault geometries and slip distribution
- for Landers are incorporated into the LaGriT mesh.
-
-Boundary conditions
- Bottom and side displacements are pinned. Top of the model is a free surface.
-
-Discretization
- [GET SPECS FROM CARL'S MESH]
-
-Element types
- Linear and/or quadratic tetrahedral elements
-
-
-Requested Output
-----------------
-
-Solution
-````````
-
-Displacements at all nodes at times of 0, 0.5, 1, 2, 4, and 7 years
-as well as the mesh topology (i.e., element connectivity arrays and
-coordinates of vertices) and basis functions. Also compute the traction
-vector computed at the quadrature points of the faces making up the
-Hector Mine faults.
-
-June 30, 2006 -- Use ASCII output for now. In the future we will
-switch to using HDF5 files.
-
-
-Performance
-```````````
-
- * CPU time
- * Wallclock time
- * Memory usage
- * Compiler and platform info
-
-"Truth"
--------
-
- You can't handle the truth
-
-
-URL
----
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-landers/description-landers
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,388 +0,0 @@
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-Benchmark Description
-Benchmark problem description. Formerly known as benchmark 6b.</dd>
-</dl>
-<p>Summary</p>
-<blockquote>
-<p>Viscoelastic (Maxwell) relaxation of stresses from a single, finite, reverse-slip
-earthquake in 3D with gravity. Evaluate results with imposed displacement boundary
-conditions on a cube with sides of length 24 km. The displacements imposed are
-the analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
-so the solution is equivalent to that for a domain with a 48 km length in the
-y direction.</p>
-<p>The effects of gravitational loading should be relaxed before the fault slip is
-imposed. Alternatively, Winkler nodes could be used to calculate the gravitational
-restoring forces resulting from the deformed upper surface.</p>
-</blockquote>
-<p>Problem Specificaqtion</p>
-<blockquote>
-<p>Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km</p>
-<blockquote>
-<p>Top layer -- -12 km ≤ z ≤ 0 km</p>
-<p>Bottom layer -- -24 km ≤ z ≤ -12 km</p>
-</blockquote>
-<p>Material properties -- The top layer is nearly elastic whereas the bottom layer
-is viscoelastic.</p>
-<blockquote>
-<p>Elastic -- Poisson solid, G = 30 GPa, ρ = 3000 kg/m^3; g = 9.80665 m/s^2</p>
-<p>Maxwell viscoelastic material properties</p>
-<blockquote>
-<p>Top layer -- η = 1.0e+25 Pa-s (essentially elastic)</p>
-<p>Bottom layer -- η = 1.0e+18 Pa-s</p>
-</blockquote>
-<p>Boundary conditions</p>
-<blockquote>
-Bottom and side displacements set to analytic solution. (Note: the side
-at y = 0 km has zero y-displacements because of the symmetry.) Top of the
-model is a free surface.</blockquote>
-<p>Discretization</p>
-<blockquote>
-The model should be discretized with a nominal spatial resolution of 1000m,
-500m, and 250m. If possible, also run the models with a nominal spatial
-resolution of 125 m. Optionally, use meshes with variable (optimal)
-spatial resolution with the same number of nodes as the uniform resolution
-meshes.</blockquote>
-<p>Element types</p>
-<blockquote>
-Linear and/or quadratic and tetrahedral and/or hexahedral</blockquote>
-<p>Fault specifications</p>
-<blockquote>
-<p>Type -- 45 degree dipping reverse fault.</p>
-<p>Location -- Strike parallel to y-direction with top edge at x = 4 km
-and bottom edge at x = -12 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km</p>
-<p>Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
-and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and z = -16 km.
-In the region where the two tapers overlap, each slip value is the minimum
-of the two tapers (so that the taper remains linear).</p>
-</blockquote>
-<p>Boundary conditions</p>
-<blockquote>
-Lateral and bottom displacements are set to analytic elastic solution.
-Note that the side at y = 0 km has zero y-displacements because of the
-imposed symmetry at y = 0 km.</blockquote>
-</blockquote>
-</blockquote>
-<p>Requested Output</p>
-<blockquote>
-<p>Solution</p>
-<blockquote>
-<p>Displacements at all nodes at times of 0, 1, 5, and 10 years
-as well as the mesh topology (i.e., element connectivity arrays and
-coordinates of vertices) and basis functions.</p>
-<p>June 30, 2006 -- Use ASCII output for now. In the future we will switch
-to using HDF5 files.</p>
-<p>Performance</p>
-<blockquote>
-<ul class="simple">
-<li>CPU time</li>
-<li>Wallclock time</li>
-<li>Memory usage</li>
-<li>Compiler and platform info</li>
-</ul>
-</blockquote>
-</blockquote>
-</blockquote>
-<p>"Truth"</p>
-<blockquote>
-Okada routines are available to generate an elastic solution. The 'best'
-viscoelastic answer will be derived via mesh refinement. Analytical
-solutions to the viscoelastic problem are being sought if anyone has
-any information.</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/description-rs">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/description-rs</a></dd>
-</dl>
-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,104 +0,0 @@
-Plone Metadata
- description-rs
- Benchmark Description
- Benchmark problem description. Formerly known as benchmark 6b.
-
-Summary
-
- Viscoelastic (Maxwell) relaxation of stresses from a single, finite, reverse-slip
- earthquake in 3D with gravity. Evaluate results with imposed displacement boundary
- conditions on a cube with sides of length 24 km. The displacements imposed are
- the analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
- so the solution is equivalent to that for a domain with a 48 km length in the
- y direction.
-
- The effects of gravitational loading should be relaxed before the fault slip is
- imposed. Alternatively, Winkler nodes could be used to calculate the gravitational
- restoring forces resulting from the deformed upper surface.
-
-Problem Specificaqtion
-
- Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km
-
- Top layer -- -12 km ≤ z ≤ 0 km
-
- Bottom layer -- -24 km ≤ z ≤ -12 km
-
- Material properties -- The top layer is nearly elastic whereas the bottom layer
- is viscoelastic.
-
- Elastic -- Poisson solid, G = 30 GPa, ρ = 3000 kg/m^3; g = 9.80665 m/s^2
-
- Maxwell viscoelastic material properties
-
- Top layer -- η = 1.0e+25 Pa-s (essentially elastic)
-
- Bottom layer -- η = 1.0e+18 Pa-s
-
- Boundary conditions
-
- Bottom and side displacements set to analytic solution. (Note: the side
- at y = 0 km has zero y-displacements because of the symmetry.) Top of the
- model is a free surface.
-
- Discretization
-
- The model should be discretized with a nominal spatial resolution of 1000m,
- 500m, and 250m. If possible, also run the models with a nominal spatial
- resolution of 125 m. Optionally, use meshes with variable (optimal)
- spatial resolution with the same number of nodes as the uniform resolution
- meshes.
-
- Element types
-
- Linear and/or quadratic and tetrahedral and/or hexahedral
-
- Fault specifications
-
- Type -- 45 degree dipping reverse fault.
-
- Location -- Strike parallel to y-direction with top edge at x = 4 km
- and bottom edge at x = -12 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km
-
- Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
- and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and z = -16 km.
- In the region where the two tapers overlap, each slip value is the minimum
- of the two tapers (so that the taper remains linear).
-
- Boundary conditions
-
- Lateral and bottom displacements are set to analytic elastic solution.
- Note that the side at y = 0 km has zero y-displacements because of the
- imposed symmetry at y = 0 km.
-
-Requested Output
-
- Solution
-
- Displacements at all nodes at times of 0, 1, 5, and 10 years
- as well as the mesh topology (i.e., element connectivity arrays and
- coordinates of vertices) and basis functions.
-
- June 30, 2006 -- Use ASCII output for now. In the future we will switch
- to using HDF5 files.
-
- Performance
-
- * CPU time
-
- * Wallclock time
-
- * Memory usage
-
- * Compiler and platform info
-
-"Truth"
-
- Okada routines are available to generate an elastic solution. The 'best'
- viscoelastic answer will be derived via mesh refinement. Analytical
- solutions to the viscoelastic problem are being sought if anyone has
- any information.
-
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/description-rs
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,11 +0,0 @@
-Plone Metadata
- results
-
- Results
-
- Results from benchmark runs. Place tarballs containing the requested results
- in this folder and describe the run in the `description` field.
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/results
-
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.html 2009-09-30 22:06:04 UTC (rev 15708)
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-<dt>Plone Metadata</dt>
-<dd>description-rs-nog
-Benchmark Description
-Benchmark problem description. Formerly known as benchmark 5b.</dd>
-</dl>
-<p>Summary</p>
-<blockquote>
-Viscoelastic (Maxwell) relaxation of stresses from a single finite, reverse-slip</blockquote>
-<div class="system-message">
-<p class="system-message-title">System Message: WARNING/2 (<tt class="docutils">./short/benchmark-rs-nog/description-rs-nog.rst</tt>, line 9)</p>
-Block quote ends without a blank line; unexpected unindent.</div>
-<p>earthquake in 3-D without gravity. Evaluate results with imposed displacement boundary
-conditions on a cube with sides of length 24 km. The displacements imposed are the
-analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
-so the solution is equivalent to that for a domain with a 48 km length in the
-y direction.</p>
-<p>Problem Specification</p>
-<blockquote>
-<p>Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km</p>
-<blockquote>
-<p>Top layer -- -12 km ≤ z ≤ 0 km</p>
-<p>Bottom layer -- -24 km ≤ z ≤ -12 km</p>
-</blockquote>
-<p>Material properties -- The top layer is nearly elastic whereas the bottom layer is viscoelastic.</p>
-<blockquote>
-<p>Elastic -- Poisson solid, G = 30 GPa</p>
-<p>Viscoelasticity -- Maxwell linear viscoelasticity</p>
-<blockquote>
-<p>Top layer -- η = 1.0e+25 Pa-s (essentially elastic)</p>
-<p>Bottom layer -- η = 1.0e+18 Pa-s</p>
-</blockquote>
-<p>Fault specifications</p>
-<blockquote>
-<p>Type -- 45 degree dipping reverse fault.</p>
-<p>Location -- Strike parallel to y-direction with top edge at x = 4 km,
-and bottom edge at x = 20 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km</p>
-<p>Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
-and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and
-z = -16 km. In the region where the two tapers overlap, each slip value
-is the minimum of the two tapers (so that the taper remains linear).</p>
-</blockquote>
-<p>Boundary conditions</p>
-<blockquote>
-Bottom and side displacements set to analytic solution. (Note: the side
-at y = 0 km has zero y-displacements because of symmetry). Top of the
-model is a free surface.</blockquote>
-<p>Discretization</p>
-<blockquote>
-The model should be discretized with nominal spatial resolutions of
-1000 m, 500 m, 250 m. If possible, also run the models with a nominal
-spatial resolution of 125 m. Optionally, use meshes with variable (optimal)
-spatial resolution with the same number of nodes as the uniform resolution
-meshes.</blockquote>
-<p>Element types</p>
-<blockquote>
-Linear and/or quadratic and tetrahedral and/or hexahedral.</blockquote>
-</blockquote>
-</blockquote>
-<p>Requested Output</p>
-<blockquote>
-<p>Solution</p>
-<blockquote>
-<p>Displacements at all nodes at times of 0, 1, 5, and 10 years as well as
-the mesh topology (i.e., element connectivity arrays and coordinates of
-vertices) and basis functions.</p>
-<p>June 30, 2006 -- Use ASCII output for now. In the future we will switch
-to using HDF5 files.</p>
-</blockquote>
-<p>Performance</p>
-<blockquote>
-<ul class="simple">
-<li>CPU time</li>
-<li>Wallclock time</li>
-<li>Memory usage</li>
-<li>Compiler and platform info</li>
-</ul>
-</blockquote>
-</blockquote>
-<p>"Truth"</p>
-<blockquote>
-Okada routines are available to generate an elastic solution. The 'best'
-viscoelastic answer will be derived via mesh refinement. Analytical solutions
-to the viscoelastic solution are being sought if anyone has information.</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/description-rs-nog">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/description-rs-nog</a></dd>
-</dl>
-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,93 +0,0 @@
-Plone Metadata
- description-rs-nog
- Benchmark Description
- Benchmark problem description. Formerly known as benchmark 5b.
-
-Summary
-
- Viscoelastic (Maxwell) relaxation of stresses from a single finite, reverse-slip
-earthquake in 3-D without gravity. Evaluate results with imposed displacement boundary
-conditions on a cube with sides of length 24 km. The displacements imposed are the
-analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
-so the solution is equivalent to that for a domain with a 48 km length in the
-y direction.
-
-Problem Specification
-
- Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km
-
- Top layer -- -12 km ≤ z ≤ 0 km
-
- Bottom layer -- -24 km ≤ z ≤ -12 km
-
- Material properties -- The top layer is nearly elastic whereas the bottom layer is viscoelastic.
-
- Elastic -- Poisson solid, G = 30 GPa
-
- Viscoelasticity -- Maxwell linear viscoelasticity
-
- Top layer -- η = 1.0e+25 Pa-s (essentially elastic)
-
- Bottom layer -- η = 1.0e+18 Pa-s
-
- Fault specifications
-
- Type -- 45 degree dipping reverse fault.
-
- Location -- Strike parallel to y-direction with top edge at x = 4 km,
- and bottom edge at x = 20 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km
-
- Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
- and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and
- z = -16 km. In the region where the two tapers overlap, each slip value
- is the minimum of the two tapers (so that the taper remains linear).
-
- Boundary conditions
-
- Bottom and side displacements set to analytic solution. (Note: the side
- at y = 0 km has zero y-displacements because of symmetry). Top of the
- model is a free surface.
-
- Discretization
-
- The model should be discretized with nominal spatial resolutions of
- 1000 m, 500 m, 250 m. If possible, also run the models with a nominal
- spatial resolution of 125 m. Optionally, use meshes with variable (optimal)
- spatial resolution with the same number of nodes as the uniform resolution
- meshes.
-
- Element types
-
- Linear and/or quadratic and tetrahedral and/or hexahedral.
-
-
-Requested Output
-
- Solution
-
- Displacements at all nodes at times of 0, 1, 5, and 10 years as well as
- the mesh topology (i.e., element connectivity arrays and coordinates of
- vertices) and basis functions.
-
- June 30, 2006 -- Use ASCII output for now. In the future we will switch
- to using HDF5 files.
-
- Performance
-
- * CPU time
-
- * Wallclock time
-
- * Memory usage
-
- * Compiler and platform info
-
-"Truth"
-
- Okada routines are available to generate an elastic solution. The 'best'
- viscoelastic answer will be derived via mesh refinement. Analytical solutions
- to the viscoelastic solution are being sought if anyone has information.
-
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/description-rs-nog
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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-<blockquote>
-<ul>
-<li><dl class="first docutils">
-<dt>bmrsnog_tet4_1000m.gft.gz (2006-08-31)</dt>
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-with a 1000m nominal node spacing.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>bmrsnog_tet4_0500m.gft.gz (2006-08-31)</dt>
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-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>reverse slip (no grav), refined grid 01, no smoothing (GeoFEST 4.5)</dt>
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-</dl>
-</li>
-</ul>
-</blockquote>
-</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/geofest-input">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/geofest-input</a></dd>
-</dl>
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-</body>
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Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,23 +0,0 @@
-GeoFEST Input
-
- Input files for GeoFEST
-
- * bmrsnog_tet4_1000m.gft.gz (2006-08-31)
- Gzipped GeoFEST input file for benchmark using linear tetrahedral elements
- with a 1000m nominal node spacing.
-
- * bmrsnog_tet4_0500m.gft.gz (2006-08-31)
- Gzipped GeoFEST input file for benchmark using linear tetrahedral elements
- with a 500m nominal node spacing.
-
- * reverse slip (no grav), refined grid 01, no smoothing (GeoFEST 4.5)
- (2006-09-06) Carl Gable's mesh,
- see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
-
- * reverse slip (no grav), refined grid 02, no smoothing (GeoFEST 4.5)
- (2006-09-06) Carl Gable's mesh #02,
- see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
-
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/geofest-input
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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-<body>
-<div class="document">
-
-
-<dl class="docutils">
-<dt>Plone Metadata</dt>
-<dd>Plots of Reverse-Slip No Gravity Benchmark Results
-Plots of global and local errors for reverse-slip no gravity benchmark</dd>
-</dl>
-<p>Displacement Field</p>
-<blockquote>
-<p>"PyLith soln":img:tet4_1000m_pylith_disp_t00.png</p>
-<p>"GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png</p>
-</blockquote>
-<p>Global Error</p>
-<blockquote>
-"Plot of global error":img:globalerror.png</blockquote>
-<p>Local Error</p>
-<blockquote>
-<p>Elastic solution: Code versus Analytic</p>
-<blockquote>
-<p>1000m resolution</p>
-<blockquote>
-<p>"PyLith error":img:tet4_1000m_pylith_analytic_t00.png</p>
-<p>"GeoFEST error":img:tet4_1000m_geofest_analytic_t00.png</p>
-<p>"COMSOL error":img:tet10_2000m_femlab_analytic_t00.png</p>
-</blockquote>
-<p>500m resolution</p>
-<blockquote>
-<p>"PyLith error":img:tet4_0500m_pylith_analytic_t00.png</p>
-<p>"GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png</p>
-</blockquote>
-</blockquote>
-<p>Viscoelastic solution: PyLith versus GeoFEST</p>
-<blockquote>
-<p>"t0yr":img:tet4_0500m_pylith_geofest_t00.png</p>
-<p>"t1yr":img:tet4_0500m_pylith_geofest_t01.png</p>
-<p>"t5yr":img:tet4_0500m_pylith_geofest_t05.png</p>
-<p>"t10yr":img:tet4_0500m_pylith_geofest_t10.png</p>
-</blockquote>
-</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/plots">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/plots</a></dd>
-</dl>
-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,45 +0,0 @@
-Plone Metadata
- Plots of Reverse-Slip No Gravity Benchmark Results
- Plots of global and local errors for reverse-slip no gravity benchmark
-
-Displacement Field
-
- "PyLith soln":img:tet4_1000m_pylith_disp_t00.png
-
- "GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png
-
-Global Error
-
- "Plot of global error":img:globalerror.png
-
-Local Error
-
- Elastic solution: Code versus Analytic
-
- 1000m resolution
-
- "PyLith error":img:tet4_1000m_pylith_analytic_t00.png
-
- "GeoFEST error":img:tet4_1000m_geofest_analytic_t00.png
-
- "COMSOL error":img:tet10_2000m_femlab_analytic_t00.png
-
- 500m resolution
-
- "PyLith error":img:tet4_0500m_pylith_analytic_t00.png
-
- "GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png
-
- Viscoelastic solution: PyLith versus GeoFEST
-
- "t0yr":img:tet4_0500m_pylith_geofest_t00.png
-
- "t1yr":img:tet4_0500m_pylith_geofest_t01.png
-
- "t5yr":img:tet4_0500m_pylith_geofest_t05.png
-
- "t10yr":img:tet4_0500m_pylith_geofest_t10.png
-
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/plots
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,346 +0,0 @@
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-<ul>
-<li><dl class="first docutils">
-<dt>bmrsnog_hex_1000m.tgz (2006-07-20)</dt>
-<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using linear hexahedral
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-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>bmrsnog_tet4_1000m.tgz (2006-07-20)</dt>
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-elements with a 1000m nominal node spacing.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>bmrsnog_tet4_0500m.tgz (2006-07-20)</dt>
-<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
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-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>bmrsnog_tet4_0250m.tgz (2006-07-20)</dt>
-<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
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-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>reverse slip (no grav), refined grid 01, no smoothing (2006-09-06)</dt>
-<dd><p class="first last">Carl Gable's mesh,
-see <a class="reference external" href="http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html">http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html</a></p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>reverse slip (no grav), refined grid 02, no smoothing (2006-09-06)</dt>
-<dd><p class="first last">Carl Gable's mesh #2,
-see <a class="reference external" href="http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html">http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html</a></p>
-</dd>
-</dl>
-</li>
-</ul>
-</blockquote>
-</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/pylith-0.8-input">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/pylith-0.8-input</a></dd>
-</dl>
-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,30 +0,0 @@
-PyLith-0.8 Input
-
- Input files for PyLith-0.8
-
- * bmrsnog_hex_1000m.tgz (2006-07-20)
- Tarball containing PyLith-0.8 input files for benchmark using linear hexahedral
- elements with a 1000m nominal node spacing.
-
- * bmrsnog_tet4_1000m.tgz (2006-07-20)
- Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
- elements with a 1000m nominal node spacing.
-
- * bmrsnog_tet4_0500m.tgz (2006-07-20)
- Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
- elements with a 500m nominal node spacing.
-
- * bmrsnog_tet4_0250m.tgz (2006-07-20)
- Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
- elements with a 250m nominal node spacing.
-
- * reverse slip (no grav), refined grid 01, no smoothing (2006-09-06)
- Carl Gable's mesh,
- see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
-
- * reverse slip (no grav), refined grid 02, no smoothing (2006-09-06)
- Carl Gable's mesh #2,
- see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/pylith-0.8-input
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,405 +0,0 @@
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-
-<p>Results</p>
-<blockquote>
-<p>Results from benchmark runs. Place tarballs containing the requested results
-in this folder and describe the run in the description field.</p>
-<blockquote>
-<ul>
-<li><dl class="first docutils">
-<dt>GeoFEST reverse fault results - 1 km (2006-08-17)</dt>
-<dd><p class="first last">Tarball contains input and output files as well as text file
-containing run-time information</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>GeoFEST reverse fault results - 500 m (2006-08-17)</dt>
-<dd><p class="first last">Tarball contains input and output files as well as text file
-containing run-time information</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Geofest reverse slip var_res_mesh_01_soln (2006-09-05)</dt>
-<dd><p class="first last">fixed the BCs, Geofest 4.5, dt=0.1 constant</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear hex, 1 km resolution, dt=0.1yr (2006-08-29)</dt>
-<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
-Linear hexahedral mesh at 1 km resolution.
-Constant time step size of 0.1 years.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear tet, 1 km resolution, dt=0.1yr (2006-08-29)</dt>
-<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
-Linear tetrahedral mesh at 1 km resolution.
-Constant time step size of 0.1 years.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear tet, 500 m resolution, dt=0.1yr (2006-08-29)</dt>
-<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
-Linear tetrahedral mesh at 500 m resolution.
-Constant time step size of 0.1 years.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear tet, 250 m resolution, dt=0.1yr (2006-08-29)</dt>
-<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
-Linear tetrahedral mesh at 250 m resolution.
-Constant time step size of 0.1 years.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>tet_var_res_01_pylith_soln.tgz (2006-09-04)</dt>
-<dd><p class="first last">PyLith-0.8 results for Carl Gable's variable resolution (no smoothing)
-mesh 01 for the reverse slip benchmark - constant dt=0.1yr</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 2 km resolution, elastic (2006-10-16)</dt>
-<dd><p class="first last">This model has 19544 quadratic tetrahedral elements and is twice the
-size in y of the model description, since there is no symmetric boundary.
-This yields a resolution close to 2 km. The model and solver require
-about 800 MB and is solved in about 10 minutes on a 1.8 GHz AMD Opteron.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1 km resolution, t = 0 years (2006-10-18)</dt>
-<dd><p class="first last">This model has ~162000 linear tetrahedral elements and is twice the size
-in y of the model description, since there is no symmetric boundary.
-This yields a resolution close to 1 km. The model and the solver require
-about 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
-An iterative solver was used, which uses the Incomplete LU preconditioner
-with a drop tolerance of 0.01</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1 km resolution, t = 1 year</dt>
-<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
-Drop tolerance is 0.01</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1 km resolution, t = 5 years</dt>
-<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
-Drop tolerance is 0.01</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1 km resolution, t = 10 years</dt>
-<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
-Drop tolerance is 0.01</p>
-</dd>
-</dl>
-</li>
-</ul>
-</blockquote>
-</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/results">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/results</a></dd>
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-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,69 +0,0 @@
-Results
-
- Results from benchmark runs. Place tarballs containing the requested results
- in this folder and describe the run in the description field.
-
- * GeoFEST reverse fault results - 1 km (2006-08-17)
- Tarball contains input and output files as well as text file
- containing run-time information
-
- * GeoFEST reverse fault results - 500 m (2006-08-17)
- Tarball contains input and output files as well as text file
- containing run-time information
-
- * Geofest reverse slip var_res_mesh_01_soln (2006-09-05)
- fixed the BCs, Geofest 4.5, dt=0.1 constant
-
- * PyLith, 1 proc, linear hex, 1 km resolution, dt=0.1yr (2006-08-29)
- PyLith results run on 1 processor of a Power Mac G5.
- Linear hexahedral mesh at 1 km resolution.
- Constant time step size of 0.1 years.
-
- * PyLith, 1 proc, linear tet, 1 km resolution, dt=0.1yr (2006-08-29)
- PyLith results run on 1 processor of a Power Mac G5.
- Linear tetrahedral mesh at 1 km resolution.
- Constant time step size of 0.1 years.
-
- * PyLith, 1 proc, linear tet, 500 m resolution, dt=0.1yr (2006-08-29)
- PyLith results run on 1 processor of a Power Mac G5.
- Linear tetrahedral mesh at 500 m resolution.
- Constant time step size of 0.1 years.
-
- * PyLith, 1 proc, linear tet, 250 m resolution, dt=0.1yr (2006-08-29)
- PyLith results run on 1 processor of a Power Mac G5.
- Linear tetrahedral mesh at 250 m resolution.
- Constant time step size of 0.1 years.
-
- * tet_var_res_01_pylith_soln.tgz (2006-09-04)
- PyLith-0.8 results for Carl Gable's variable resolution (no smoothing)
- mesh 01 for the reverse slip benchmark - constant dt=0.1yr
-
- * Femlab 2 km resolution, elastic (2006-10-16)
- This model has 19544 quadratic tetrahedral elements and is twice the
- size in y of the model description, since there is no symmetric boundary.
- This yields a resolution close to 2 km. The model and solver require
- about 800 MB and is solved in about 10 minutes on a 1.8 GHz AMD Opteron.
-
- * Femlab 1 km resolution, t = 0 years (2006-10-18)
- This model has ~162000 linear tetrahedral elements and is twice the size
- in y of the model description, since there is no symmetric boundary.
- This yields a resolution close to 1 km. The model and the solver require
- about 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
- An iterative solver was used, which uses the Incomplete LU preconditioner
- with a drop tolerance of 0.01
-
- * Femlab 1 km resolution, t = 1 year
- Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
- Drop tolerance is 0.01
-
- * Femlab 1 km resolution, t = 5 years
- Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
- Drop tolerance is 0.01
-
- * Femlab 1 km resolution, t = 10 years
- Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
- Drop tolerance is 0.01
-
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/results
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,387 +0,0 @@
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-
-
-<p>Plone Metadata</p>
-<blockquote>
-description-ss
-Benchmark Description
-Benchmark problem description. Formerly known as benchmark 4b.</blockquote>
-<p>Summary</p>
-<blockquote>
-Viscoelastic (Maxwell) relaxation of stresses from a single, finite,</blockquote>
-<div class="system-message">
-<p class="system-message-title">System Message: WARNING/2 (<tt class="docutils">./short/benchmark-strikeslip/description-ss.rst</tt>, line 10)</p>
-Block quote ends without a blank line; unexpected unindent.</div>
-<p>strike-slip earthquake in 3-D without gravity. Evaluate results with imposed
-displacement boundary conditions on a cube with sides of length 24 km. The
-displacements imposed are the analytic elastic solutions. Anti-plane strain
-boundary conditions are imposed at y = 0, so the solution is equivalent
-to that for a domain with a 48 km length in the y direction.</p>
-<p>Problem Specification</p>
-<blockquote>
-<p>"Problem geometry":img:benchmark_geometry.png</p>
-<p>Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 ≤ z ≤ 0 km</p>
-<blockquote>
-<p>Top layer -- -12 km ≤ z ≤ 0 km</p>
-<p>Bottom layer -- -24 km ≤ z ≤ -12 km</p>
-</blockquote>
-<p>Material properties -- The top layer is nearly elastic whereas the bottom layer
-is viscoelastic.</p>
-<blockquote>
-<p>Elastic -- Poisson solid, G = 30 GPa</p>
-<p>Viscoelasticity -- Maxwell linear viscoelasticity</p>
-<blockquote>
-<p>Top layer -- η = 1.0e+25 Pa-s (essentially elastic)</p>
-<p>Bottom layer -- η = 1.0e+18 Pa-s</p>
-</blockquote>
-</blockquote>
-<p>Fault specifications</p>
-<blockquote>
-<p>Type -- Vertical right-lateral strike-slip fault.</p>
-<dl class="docutils">
-<dt>Location --</dt>
-<dd>Strike parallel to y-direction at center of model (x = 12 km)
-0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km.</dd>
-<dt>Slip distribution --</dt>
-<dd>1 m of uniform strike slip motion for 0 km ≤ y ≤ 12 km
-and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip
-at y = 16 km and z = -16 km. In the region where the two
-tapers overlap, each slip value is the minimum of the
-two tapers (so that the taper remains linear).</dd>
-</dl>
-</blockquote>
-<p>Boundary conditions</p>
-<blockquote>
-Bottom and side displacements are set to the elastic analytical solution,
-and the top of the model is a free surface. There are two exceptions to
-these applied boundary conditions. The first is on the y = 0 plane, where
-y-displacements are left free to preserve symmetry, and the x- and
-z-displacements are set to zero. The second is along the line segment
-between (12, 0, -24) and (12, 24, -24), where the analytical solution
-blows up in some cases. Along this line segment, all 3 displacement
-components are left free.</blockquote>
-<p>Discretization</p>
-<blockquote>
-The model should be discretized with nominal spatial resolutions of
-1000 m, 500 m, and 250 m. If possible, also run the models with a nomial
-spatial resolution of 125 m. Optionally, use meshes with variable
-(optimal) spatial resolution with the same number of nodes as the
-uniform resolution meshes.</blockquote>
-<p>Element types</p>
-<blockquote>
-Linear and/or quadratic and tetrahedral and/or hexahedral.</blockquote>
-</blockquote>
-<p>Requested Output</p>
-<blockquote>
-<p>Solution</p>
-<blockquote>
-<p>Displacement at all nodes at times of 0, 1, 5, and 10 years as well
-as the mesh topology (i.e., element connectivity arrays and coordinates
-of vertices) and basis functions.</p>
-<p>June 30, 2006 -- Use ASCII output for now. In the future we will switch
-to using HDF5 files.</p>
-</blockquote>
-<p>Performance</p>
-<blockquote>
-<ul class="simple">
-<li>CPU time</li>
-<li>Wallclock time</li>
-<li>Memory usage</li>
-<li>Compiler and platform info</li>
-</ul>
-</blockquote>
-</blockquote>
-<p>"Truth"</p>
-<blockquote>
-Okada routines are available to generate an elastic solution. The 'best'
-viscoelastic answer will be derived via mesh refinement. Analytical solutions
-to the viscoelastic solution are being sought if anyone has information.</blockquote>
-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,103 +0,0 @@
-Plone Metadata
-
- description-ss
- Benchmark Description
- Benchmark problem description. Formerly known as benchmark 4b.
-
-Summary
-
- Viscoelastic (Maxwell) relaxation of stresses from a single, finite,
-strike-slip earthquake in 3-D without gravity. Evaluate results with imposed
-displacement boundary conditions on a cube with sides of length 24 km. The
-displacements imposed are the analytic elastic solutions. Anti-plane strain
-boundary conditions are imposed at y = 0, so the solution is equivalent
-to that for a domain with a 48 km length in the y direction.
-
-Problem Specification
-
- "Problem geometry":img:benchmark_geometry.png
-
- Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 ≤ z ≤ 0 km
-
- Top layer -- -12 km ≤ z ≤ 0 km
-
- Bottom layer -- -24 km ≤ z ≤ -12 km
-
- Material properties -- The top layer is nearly elastic whereas the bottom layer
- is viscoelastic.
-
- Elastic -- Poisson solid, G = 30 GPa
-
- Viscoelasticity -- Maxwell linear viscoelasticity
-
- Top layer -- η = 1.0e+25 Pa-s (essentially elastic)
-
- Bottom layer -- η = 1.0e+18 Pa-s
-
- Fault specifications
-
- Type -- Vertical right-lateral strike-slip fault.
-
- Location --
- Strike parallel to y-direction at center of model (x = 12 km)
- 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km.
-
- Slip distribution --
- 1 m of uniform strike slip motion for 0 km ≤ y ≤ 12 km
- and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip
- at y = 16 km and z = -16 km. In the region where the two
- tapers overlap, each slip value is the minimum of the
- two tapers (so that the taper remains linear).
-
- Boundary conditions
-
- Bottom and side displacements are set to the elastic analytical solution,
- and the top of the model is a free surface. There are two exceptions to
- these applied boundary conditions. The first is on the y = 0 plane, where
- y-displacements are left free to preserve symmetry, and the x- and
- z-displacements are set to zero. The second is along the line segment
- between (12, 0, -24) and (12, 24, -24), where the analytical solution
- blows up in some cases. Along this line segment, all 3 displacement
- components are left free.
-
- Discretization
-
- The model should be discretized with nominal spatial resolutions of
- 1000 m, 500 m, and 250 m. If possible, also run the models with a nomial
- spatial resolution of 125 m. Optionally, use meshes with variable
- (optimal) spatial resolution with the same number of nodes as the
- uniform resolution meshes.
-
- Element types
-
- Linear and/or quadratic and tetrahedral and/or hexahedral.
-
-
-Requested Output
-
- Solution
-
- Displacement at all nodes at times of 0, 1, 5, and 10 years as well
- as the mesh topology (i.e., element connectivity arrays and coordinates
- of vertices) and basis functions.
-
- June 30, 2006 -- Use ASCII output for now. In the future we will switch
- to using HDF5 files.
-
- Performance
-
- * CPU time
-
- * Wallclock time
-
- * Memory usage
-
- * Compiler and platform info
-
-"Truth"
-
- Okada routines are available to generate an elastic solution. The 'best'
- viscoelastic answer will be derived via mesh refinement. Analytical solutions
- to the viscoelastic solution are being sought if anyone has information.
-
-
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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-<blockquote>
-<ul>
-<li><p class="first">GeoFEST linear tet 1km resolution dt = 0.1 year</p>
-</li>
-<li><p class="first">GeoFEST linear tet 500m resolution dt = 0.1 year</p>
-</li>
-<li><p class="first">GeoFEST linear tet 250m resolution input file</p>
-</li>
-<li><dl class="first docutils">
-<dt>GeoFEST / PYRAMID 1km</dt>
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-<li><dl class="first docutils">
-<dt>GeoFEST / PYRAMID 500m</dt>
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-<dt>GeoFEST / PYRAMID 250m</dt>
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-</dl>
-</li>
-</ul>
-</blockquote>
-</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/geofest-input">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/geofest-input</a></dd>
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Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,28 +0,0 @@
-
-GeoFEST Input
-
- Input files for GeoFEST
-
- * GeoFEST linear tet 1km resolution dt = 0.1 year
-
- * GeoFEST linear tet 500m resolution dt = 0.1 year
-
- * GeoFEST linear tet 250m resolution input file
-
- * GeoFEST / PYRAMID 1km
- PYRAMID input file for parallel 1km run.
-
- * GeoFEST / PYRAMID 500m
- PYRAMID input file for parallel GeoFEST run.
-
- * GeoFEST / PYRAMID 250m
- PYRAMID input file for parallel GeoFEST run.
-
- * GeoFEST linear tet 500m dt = 0.1 year (NEW)
- The taper problem has been fixed
-
- * GeoFEST linear tet 250m dt = 0.1 year (NEW)
- The taper problem has been fixed.
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/geofest-input
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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-<p>Strike-Slip Benchmark (no gravity)</p>
-<blockquote>
-<p>Benchmark for strike-slip fault without gravity.</p>
-<blockquote>
-<ul>
-<li><dl class="first docutils">
-<dt>Benchmark Description</dt>
-<dd><p class="first last">Benchmark problem description. Formerly known as benchmark 4b.</p>
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-<dt>GeoFEST Input</dt>
-<dd><p class="first last">Input files for GeoFEST</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Results</dt>
-<dd><p class="first last">Results from benchmark runs. Place tarballs containing the
-requested results in this folder and describe the run in the
-description field.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Plots of Benchmarking Results</dt>
-<dd><p class="first last">Plots of benchmarking results showing global and local errors.</p>
-</dd>
-</dl>
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-<dt>Geometry for Strike-Slip Benchmark</dt>
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-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks</a></dd>
-</dl>
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Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,29 +0,0 @@
-
-Strike-Slip Benchmark (no gravity)
-
- Benchmark for strike-slip fault without gravity.
-
- * Benchmark Description
- Benchmark problem description. Formerly known as benchmark 4b.
-
- * PyLith-0.8 Input
- Input files for PyLith-0.8
-
- * GeoFEST Input
- Input files for GeoFEST
-
- * Results
- Results from benchmark runs. Place tarballs containing the
- requested results in this folder and describe the run in the
- description field.
-
- * Plots of Benchmarking Results
- Plots of benchmarking results showing global and local errors.
-
- * Geometry for Strike-Slip Benchmark
- Domain and fault geometry for the strike-slip benchmark.
-
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks
-
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,337 +0,0 @@
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-<dd>Plots of global and local errors for strike-slip no gravity benchmark</dd>
-</dl>
-<p>Displacement Field</p>
-<blockquote>
-<p>"PyLith soln":img:tet4_1000m_pylith_disp_t00.png</p>
-<p>"GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png</p>
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-<blockquote>
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-<p>250m resolution</p>
-<blockquote>
-<p>"PyLith error":img:tet4_0250m_pylith_analytic_t00.png</p>
-<p>"GeoFEST error":img:tet4_0250m_geofest_analytic_t00.png</p>
-</blockquote>
-<p>500m resolution</p>
-<blockquote>
-<p>"PyLith error":img:tet4_0500m_pylith_analytic_t00.png</p>
-<p>"GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png</p>
-</blockquote>
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-<p>Viscoelastic solution: PyLith versus GeoFEST</p>
-<blockquote>
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-<blockquote>
-"t0yr":img:tet4_0250m_pylith_geofest_t00.png</blockquote>
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-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/plots">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/plots</a></dd>
-</dl>
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Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,48 +0,0 @@
-Plots of Strike-Slip No Gravity Benchmark Results
- Plots of global and local errors for strike-slip no gravity benchmark
-
-Displacement Field
-
- "PyLith soln":img:tet4_1000m_pylith_disp_t00.png
-
- "GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png
-
-Global Error
-
- "Plot of global error":img:globalerror.png
-
-Local Error
-
- Elastic solution: Code versus Analytic
-
- 250m resolution
-
- "PyLith error":img:tet4_0250m_pylith_analytic_t00.png
-
- "GeoFEST error":img:tet4_0250m_geofest_analytic_t00.png
-
- 500m resolution
-
- "PyLith error":img:tet4_0500m_pylith_analytic_t00.png
-
- "GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png
-
- Viscoelastic solution: PyLith versus GeoFEST
-
- 250m resolution
-
- "t0yr":img:tet4_0250m_pylith_geofest_t00.png
-
- 500m resolution
-
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- "t5yr":img:tet4_0500m_pylith_geofest_t05.png
-
- "t10yr":img:tet4_0500m_pylith_geofest_t10.png
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/plots
-
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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-<p>Input files for PyLith-0.8</p>
-<blockquote>
-<ul>
-<li><dl class="first docutils">
-<dt>bmssnog_tet4_1000m.tgz</dt>
-<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using
-linear tetrahedral elements with a 1000m nominal node spacing.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>bmssnog_tet4_0500m.tgz</dt>
-<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using
-linear tetrahedral elements with a 500m nominal node spacing.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>bmssnog_tet4_0250m.tgz</dt>
-<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using
-linear tetrahedral elements with a 250m nominal node spacing.</p>
-</dd>
-</dl>
-</li>
-</ul>
-</blockquote>
-</blockquote>
-<dl class="docutils">
-<dt>Original URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/pylith-0.8-input/">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/pylith-0.8-input/</a></dd>
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Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,19 +0,0 @@
-PyLith-0.8 Input
-
- Input files for PyLith-0.8
-
- * bmssnog_tet4_1000m.tgz
- Tarball containing PyLith-0.8 input files for benchmark using
- linear tetrahedral elements with a 1000m nominal node spacing.
-
- * bmssnog_tet4_0500m.tgz
- Tarball containing PyLith-0.8 input files for benchmark using
- linear tetrahedral elements with a 500m nominal node spacing.
-
- * bmssnog_tet4_0250m.tgz
- Tarball containing PyLith-0.8 input files for benchmark using
- linear tetrahedral elements with a 250m nominal node spacing.
-
-Original URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/pylith-0.8-input/
-
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.html
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.html 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,422 +0,0 @@
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-
-<p>Results</p>
-<blockquote>
-<p>Results from benchmark runs. Place tarballs containing the requested results
-in this folder, and describe the run in the description field.</p>
-<blockquote>
-<ul>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear tet, 1km resolution, dt=0.1yr (2006-08-29)</dt>
-<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
-Linear tetrahedral mesh at 1km resolution.
-Constant time step size of 0.1 year.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear hex, 1km resolution, dt=0.1yr (2006-08-29)</dt>
-<dd><p class="first last">PyLith results on 1 processor of a Power Mac G5.
-Linear hexahedral mesh at 1km resolution.
-Constant time step size of 0.1 year.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear tet, 500m resolution, dt=0.1yr (2006-08-29)</dt>
-<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
-Linear tetrahedral mesh at 500m resolution.
-Constant time step size of 0.1 year.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith Revised Results, 500m, New BC and Split Node Input (2007-01-30)</dt>
-<dd><p class="first last">New solution using revised BC and split node inputs. The revised BC
-take care of the problems of defining BC on the fault plane (or in
-some cases the projected fault plane). The new split node inputs
-no longer assume a bilinear slip distribution in the region where
-the fault tapers overlap, and now assumes a taper consistent with
-what is used for the analytical solution.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith Revised Results, 500m, Altered BC for Viscoelastic Solution (2007-02-06)</dt>
-<dd><p class="first last">New version where BC have been altered from those of previous version
-to make viscoelastic results consistent with those from GeoFEST.
-The revised BC do not pin y-component on the y=0 plane, and no BC
-are applied along the intersection of the fault plane (or its projection)
-along y=0 and z=-24.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>PyLith, 1 proc, linear tet, 250m resolution, dt=0.1yr (2006-09-07)</dt>
-<dd><p class="first last">PyLith results run on 1 processor of an Opteron 2.4GHz Linux machine.
-Linear tetrahedral mesh at 250m resolution.
-Constant time step size of 0.1 year.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>GeoFEST / PYRAMID 1km (2006-09-06)</dt>
-<dd><p class="first last">Parallel results using 64 processors of Intel/Linux Cluster
-with GeoFEST-4.5 and Pyramid-2.1.3</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>GeoFEST / PYRAMID 500m (2006-09-06)</dt>
-<dd><p class="first last">Parallel results using 64 processors of Intel/Linux Cluster
-with GeoFEST-4.5 and Pyramid-2.1.3</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>GeoFEST / PYRAMID 250m (2006-09-06)</dt>
-<dd><p class="first last">Parallel results using 128 processors of Intel/Linux Cluster
-with GeoFEST-4.5 and Pyramid-2.1.3</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>GeoFEST linear tet 1km resolution dt=0.1yr (updated) (2006-09-21)</dt>
-<dd><p class="first last">The taper error has been fixed.</p>
-</dd>
-</dl>
-</li>
-<li><p class="first">GeoFEST Linear-Tet 500m Re-Run (2006-11-29)</p>
-</li>
-<li><p class="first">GeoFEST Linear-Tet 250m Re-Run (2006-11-29)</p>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1km resolution, t = 0 years (2006-10-17)</dt>
-<dd><p class="first last">This model has ~162,000 linear tetrahedral elements and is twice the
-size in y of the model description, since there is no symmetric boundary.
-This yields a resolution close to 1km. The model and solver require
-almost 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
-An iterative solver was used, which uses the Incomplete LU preconditioner
-with a drop tolerance of 0.01. Decreasing this value has very little
-effect on the error but takes longer to solve.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1km resolution, t = 1 year (2006-10-17)</dt>
-<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
-Drop tolerance is 0.01.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1km resolution, t = 5 years (2006-10-17)</dt>
-<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
-Drop tolerance is 0.01.</p>
-</dd>
-</dl>
-</li>
-<li><dl class="first docutils">
-<dt>Femlab 1km resolution, t = 10 years (2006-10-17)</dt>
-<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
-Drop tolerance is 0.01.</p>
-</dd>
-</dl>
-</li>
-</ul>
-</blockquote>
-</blockquote>
-<dl class="docutils">
-<dt>URL</dt>
-<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/results">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/results</a></dd>
-</dl>
-</div>
-</body>
-</html>
Deleted: doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.rst
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.rst 2009-09-30 18:15:23 UTC (rev 15707)
+++ doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -1,84 +0,0 @@
-Results
-
- Results from benchmark runs. Place tarballs containing the requested results
- in this folder, and describe the run in the description field.
-
- * PyLith, 1 proc, linear tet, 1km resolution, dt=0.1yr (2006-08-29)
- PyLith results run on 1 processor of a Power Mac G5.
- Linear tetrahedral mesh at 1km resolution.
- Constant time step size of 0.1 year.
-
- * PyLith, 1 proc, linear hex, 1km resolution, dt=0.1yr (2006-08-29)
- PyLith results on 1 processor of a Power Mac G5.
- Linear hexahedral mesh at 1km resolution.
- Constant time step size of 0.1 year.
-
- * PyLith, 1 proc, linear tet, 500m resolution, dt=0.1yr (2006-08-29)
- PyLith results run on 1 processor of a Power Mac G5.
- Linear tetrahedral mesh at 500m resolution.
- Constant time step size of 0.1 year.
-
- * PyLith Revised Results, 500m, New BC and Split Node Input (2007-01-30)
- New solution using revised BC and split node inputs. The revised BC
- take care of the problems of defining BC on the fault plane (or in
- some cases the projected fault plane). The new split node inputs
- no longer assume a bilinear slip distribution in the region where
- the fault tapers overlap, and now assumes a taper consistent with
- what is used for the analytical solution.
-
- * PyLith Revised Results, 500m, Altered BC for Viscoelastic Solution (2007-02-06)
- New version where BC have been altered from those of previous version
- to make viscoelastic results consistent with those from GeoFEST.
- The revised BC do not pin y-component on the y=0 plane, and no BC
- are applied along the intersection of the fault plane (or its projection)
- along y=0 and z=-24.
-
- * PyLith, 1 proc, linear tet, 250m resolution, dt=0.1yr (2006-09-07)
- PyLith results run on 1 processor of an Opteron 2.4GHz Linux machine.
- Linear tetrahedral mesh at 250m resolution.
- Constant time step size of 0.1 year.
-
- * GeoFEST / PYRAMID 1km (2006-09-06)
- Parallel results using 64 processors of Intel/Linux Cluster
- with GeoFEST-4.5 and Pyramid-2.1.3
-
- * GeoFEST / PYRAMID 500m (2006-09-06)
- Parallel results using 64 processors of Intel/Linux Cluster
- with GeoFEST-4.5 and Pyramid-2.1.3
-
- * GeoFEST / PYRAMID 250m (2006-09-06)
- Parallel results using 128 processors of Intel/Linux Cluster
- with GeoFEST-4.5 and Pyramid-2.1.3
-
- * GeoFEST linear tet 1km resolution dt=0.1yr (updated) (2006-09-21)
- The taper error has been fixed.
-
- * GeoFEST Linear-Tet 500m Re-Run (2006-11-29)
-
- * GeoFEST Linear-Tet 250m Re-Run (2006-11-29)
-
- * Femlab 1km resolution, t = 0 years (2006-10-17)
- This model has ~162,000 linear tetrahedral elements and is twice the
- size in y of the model description, since there is no symmetric boundary.
- This yields a resolution close to 1km. The model and solver require
- almost 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
- An iterative solver was used, which uses the Incomplete LU preconditioner
- with a drop tolerance of 0.01. Decreasing this value has very little
- effect on the error but takes longer to solve.
-
- * Femlab 1km resolution, t = 1 year (2006-10-17)
- Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
- Drop tolerance is 0.01.
-
- * Femlab 1km resolution, t = 5 years (2006-10-17)
- Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
- Drop tolerance is 0.01.
-
- * Femlab 1km resolution, t = 10 years (2006-10-17)
- Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
- Drop tolerance is 0.01.
-
-
-URL
- http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/results
-
Copied: doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.html)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,365 @@
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+<h1 class="title">Summary</h1>
+
+<!-- Plone Metadata -->
+<!-- description-landers -->
+<!-- Benchmark Description -->
+<!-- Benchmark problem description -->
+<p>Viscoelastic (Maxwell) relaxation of stresses from the 1992 M7.3 Landers earthquake,
+focusing on the deformation in the area of the 1999 M7.1 Hector Mine earthquake.</p>
+<div class="section" id="problem-specification">
+<h1>Problem Specification</h1>
+<div class="section" id="model-size-need-specs-for-carl-s-mesh">
+<h2>Model size -- [NEED SPECS FOR CARL'S MESH]</h2>
+</div>
+<div class="section" id="material-properties">
+<h2>Material properties</h2>
+<dl class="docutils">
+<dt>Elastic</dt>
+<dd><p class="first">The material properties are a simplified 1-D version of the
+3-D SCEC Community Velocity Model. The 1-D model contains 11 layers with
+uniform material properties within each layer and a minimum layer thickness
+of 2 km. The elastic properties are given in an "ASCII":materials_layers2km.txt
+file.</p>
+<dl class="last docutils">
+<dt>Viscoelastic -- Maxwell linear viscoelasticity (based on values in Pollitz, EPSL, 2003)</dt>
+<dd>Upper crust (-19 km ≤ z) -- η = 1.0e+25 Pa-s (essentially elastic)
+Lower crust (-30 km ≤ z < - 19 km) -- η = 32.2e+18 Pa-s
+Mantle (z < -30 km) -- η = 4.6e+18 Pa-s</dd>
+</dl>
+</dd>
+<dt>Fault geometry and slip distribution</dt>
+<dd>The Landers and Hector Mine fault geometries and slip distribution
+for Landers are incorporated into the LaGriT mesh.</dd>
+<dt>Boundary conditions</dt>
+<dd>Bottom and side displacements are pinned. Top of the model is a free surface.</dd>
+<dt>Discretization</dt>
+<dd>[GET SPECS FROM CARL'S MESH]</dd>
+<dt>Element types</dt>
+<dd>Linear and/or quadratic tetrahedral elements</dd>
+</dl>
+</div>
+</div>
+<div class="section" id="requested-output">
+<h1>Requested Output</h1>
+<div class="section" id="solution">
+<h2>Solution</h2>
+<p>Displacements at all nodes at times of 0, 0.5, 1, 2, 4, and 7 years
+as well as the mesh topology (i.e., element connectivity arrays and
+coordinates of vertices) and basis functions. Also compute the traction
+vector computed at the quadrature points of the faces making up the
+Hector Mine faults.</p>
+<p>June 30, 2006 -- Use ASCII output for now. In the future we will
+switch to using HDF5 files.</p>
+</div>
+<div class="section" id="performance">
+<h2>Performance</h2>
+<blockquote>
+<ul class="simple">
+<li>CPU time</li>
+<li>Wallclock time</li>
+<li>Memory usage</li>
+<li>Compiler and platform info</li>
+</ul>
+</blockquote>
+</div>
+</div>
+<div class="section" id="truth">
+<h1>"Truth"</h1>
+<blockquote>
+You can't handle the truth</blockquote>
+</div>
+<div class="section" id="url">
+<h1>URL</h1>
+<blockquote>
+<a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-landers/description-landers">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-landers/description-landers</a></blockquote>
+</div>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-landers/description-landers.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/landers/description-landers.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,79 @@
+.. Plone Metadata
+.. description-landers
+.. Benchmark Description
+.. Benchmark problem description
+
+Summary
+=======
+
+Viscoelastic (Maxwell) relaxation of stresses from the 1992 M7.3 Landers earthquake,
+focusing on the deformation in the area of the 1999 M7.1 Hector Mine earthquake.
+
+Problem Specification
+---------------------
+
+Model size -- [NEED SPECS FOR CARL'S MESH]
+``````````````````````````````````````````
+
+Material properties
+```````````````````
+
+Elastic
+ The material properties are a simplified 1-D version of the
+ 3-D SCEC Community Velocity Model. The 1-D model contains 11 layers with
+ uniform material properties within each layer and a minimum layer thickness
+ of 2 km. The elastic properties are given in an "ASCII":materials_layers2km.txt
+ file.
+
+ Viscoelastic -- Maxwell linear viscoelasticity (based on values in Pollitz, EPSL, 2003)
+ Upper crust (-19 km ≤ z) -- η = 1.0e+25 Pa-s (essentially elastic)
+ Lower crust (-30 km ≤ z < - 19 km) -- η = 32.2e+18 Pa-s
+ Mantle (z < -30 km) -- η = 4.6e+18 Pa-s
+
+Fault geometry and slip distribution
+ The Landers and Hector Mine fault geometries and slip distribution
+ for Landers are incorporated into the LaGriT mesh.
+
+Boundary conditions
+ Bottom and side displacements are pinned. Top of the model is a free surface.
+
+Discretization
+ [GET SPECS FROM CARL'S MESH]
+
+Element types
+ Linear and/or quadratic tetrahedral elements
+
+
+Requested Output
+----------------
+
+Solution
+````````
+
+Displacements at all nodes at times of 0, 0.5, 1, 2, 4, and 7 years
+as well as the mesh topology (i.e., element connectivity arrays and
+coordinates of vertices) and basis functions. Also compute the traction
+vector computed at the quadrature points of the faces making up the
+Hector Mine faults.
+
+June 30, 2006 -- Use ASCII output for now. In the future we will
+switch to using HDF5 files.
+
+
+Performance
+```````````
+
+ * CPU time
+ * Wallclock time
+ * Memory usage
+ * Compiler and platform info
+
+"Truth"
+-------
+
+ You can't handle the truth
+
+
+URL
+---
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-landers/description-landers
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.html)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,388 @@
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+<dt>Plone Metadata</dt>
+<dd>description-rs
+Benchmark Description
+Benchmark problem description. Formerly known as benchmark 6b.</dd>
+</dl>
+<p>Summary</p>
+<blockquote>
+<p>Viscoelastic (Maxwell) relaxation of stresses from a single, finite, reverse-slip
+earthquake in 3D with gravity. Evaluate results with imposed displacement boundary
+conditions on a cube with sides of length 24 km. The displacements imposed are
+the analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
+so the solution is equivalent to that for a domain with a 48 km length in the
+y direction.</p>
+<p>The effects of gravitational loading should be relaxed before the fault slip is
+imposed. Alternatively, Winkler nodes could be used to calculate the gravitational
+restoring forces resulting from the deformed upper surface.</p>
+</blockquote>
+<p>Problem Specificaqtion</p>
+<blockquote>
+<p>Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km</p>
+<blockquote>
+<p>Top layer -- -12 km ≤ z ≤ 0 km</p>
+<p>Bottom layer -- -24 km ≤ z ≤ -12 km</p>
+</blockquote>
+<p>Material properties -- The top layer is nearly elastic whereas the bottom layer
+is viscoelastic.</p>
+<blockquote>
+<p>Elastic -- Poisson solid, G = 30 GPa, ρ = 3000 kg/m^3; g = 9.80665 m/s^2</p>
+<p>Maxwell viscoelastic material properties</p>
+<blockquote>
+<p>Top layer -- η = 1.0e+25 Pa-s (essentially elastic)</p>
+<p>Bottom layer -- η = 1.0e+18 Pa-s</p>
+</blockquote>
+<p>Boundary conditions</p>
+<blockquote>
+Bottom and side displacements set to analytic solution. (Note: the side
+at y = 0 km has zero y-displacements because of the symmetry.) Top of the
+model is a free surface.</blockquote>
+<p>Discretization</p>
+<blockquote>
+The model should be discretized with a nominal spatial resolution of 1000m,
+500m, and 250m. If possible, also run the models with a nominal spatial
+resolution of 125 m. Optionally, use meshes with variable (optimal)
+spatial resolution with the same number of nodes as the uniform resolution
+meshes.</blockquote>
+<p>Element types</p>
+<blockquote>
+Linear and/or quadratic and tetrahedral and/or hexahedral</blockquote>
+<p>Fault specifications</p>
+<blockquote>
+<p>Type -- 45 degree dipping reverse fault.</p>
+<p>Location -- Strike parallel to y-direction with top edge at x = 4 km
+and bottom edge at x = -12 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km</p>
+<p>Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
+and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and z = -16 km.
+In the region where the two tapers overlap, each slip value is the minimum
+of the two tapers (so that the taper remains linear).</p>
+</blockquote>
+<p>Boundary conditions</p>
+<blockquote>
+Lateral and bottom displacements are set to analytic elastic solution.
+Note that the side at y = 0 km has zero y-displacements because of the
+imposed symmetry at y = 0 km.</blockquote>
+</blockquote>
+</blockquote>
+<p>Requested Output</p>
+<blockquote>
+<p>Solution</p>
+<blockquote>
+<p>Displacements at all nodes at times of 0, 1, 5, and 10 years
+as well as the mesh topology (i.e., element connectivity arrays and
+coordinates of vertices) and basis functions.</p>
+<p>June 30, 2006 -- Use ASCII output for now. In the future we will switch
+to using HDF5 files.</p>
+<p>Performance</p>
+<blockquote>
+<ul class="simple">
+<li>CPU time</li>
+<li>Wallclock time</li>
+<li>Memory usage</li>
+<li>Compiler and platform info</li>
+</ul>
+</blockquote>
+</blockquote>
+</blockquote>
+<p>"Truth"</p>
+<blockquote>
+Okada routines are available to generate an elastic solution. The 'best'
+viscoelastic answer will be derived via mesh refinement. Analytical
+solutions to the viscoelastic problem are being sought if anyone has
+any information.</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/description-rs">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/description-rs</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/description-rs.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs/description-rs.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,104 @@
+Plone Metadata
+ description-rs
+ Benchmark Description
+ Benchmark problem description. Formerly known as benchmark 6b.
+
+Summary
+
+ Viscoelastic (Maxwell) relaxation of stresses from a single, finite, reverse-slip
+ earthquake in 3D with gravity. Evaluate results with imposed displacement boundary
+ conditions on a cube with sides of length 24 km. The displacements imposed are
+ the analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
+ so the solution is equivalent to that for a domain with a 48 km length in the
+ y direction.
+
+ The effects of gravitational loading should be relaxed before the fault slip is
+ imposed. Alternatively, Winkler nodes could be used to calculate the gravitational
+ restoring forces resulting from the deformed upper surface.
+
+Problem Specificaqtion
+
+ Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km
+
+ Top layer -- -12 km ≤ z ≤ 0 km
+
+ Bottom layer -- -24 km ≤ z ≤ -12 km
+
+ Material properties -- The top layer is nearly elastic whereas the bottom layer
+ is viscoelastic.
+
+ Elastic -- Poisson solid, G = 30 GPa, ρ = 3000 kg/m^3; g = 9.80665 m/s^2
+
+ Maxwell viscoelastic material properties
+
+ Top layer -- η = 1.0e+25 Pa-s (essentially elastic)
+
+ Bottom layer -- η = 1.0e+18 Pa-s
+
+ Boundary conditions
+
+ Bottom and side displacements set to analytic solution. (Note: the side
+ at y = 0 km has zero y-displacements because of the symmetry.) Top of the
+ model is a free surface.
+
+ Discretization
+
+ The model should be discretized with a nominal spatial resolution of 1000m,
+ 500m, and 250m. If possible, also run the models with a nominal spatial
+ resolution of 125 m. Optionally, use meshes with variable (optimal)
+ spatial resolution with the same number of nodes as the uniform resolution
+ meshes.
+
+ Element types
+
+ Linear and/or quadratic and tetrahedral and/or hexahedral
+
+ Fault specifications
+
+ Type -- 45 degree dipping reverse fault.
+
+ Location -- Strike parallel to y-direction with top edge at x = 4 km
+ and bottom edge at x = -12 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km
+
+ Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
+ and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and z = -16 km.
+ In the region where the two tapers overlap, each slip value is the minimum
+ of the two tapers (so that the taper remains linear).
+
+ Boundary conditions
+
+ Lateral and bottom displacements are set to analytic elastic solution.
+ Note that the side at y = 0 km has zero y-displacements because of the
+ imposed symmetry at y = 0 km.
+
+Requested Output
+
+ Solution
+
+ Displacements at all nodes at times of 0, 1, 5, and 10 years
+ as well as the mesh topology (i.e., element connectivity arrays and
+ coordinates of vertices) and basis functions.
+
+ June 30, 2006 -- Use ASCII output for now. In the future we will switch
+ to using HDF5 files.
+
+ Performance
+
+ * CPU time
+
+ * Wallclock time
+
+ * Memory usage
+
+ * Compiler and platform info
+
+"Truth"
+
+ Okada routines are available to generate an elastic solution. The 'best'
+ viscoelastic answer will be derived via mesh refinement. Analytical
+ solutions to the viscoelastic problem are being sought if anyone has
+ any information.
+
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/description-rs
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.html)
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--- doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,302 @@
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+<dd><p class="first">results</p>
+<p>Results</p>
+<p class="last">Results from benchmark runs. Place tarballs containing the requested results
+in this folder and describe the run in the <cite>description</cite> field.</p>
+</dd>
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/results">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/results</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs/results/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs/results/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,11 @@
+Plone Metadata
+ results
+
+ Results
+
+ Results from benchmark runs. Place tarballs containing the requested results
+ in this folder and describe the run in the `description` field.
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs/results
+
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/description-rs-nog.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.html)
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--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/description-rs-nog.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs-nog/description-rs-nog.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,380 @@
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+:Id: $Id: html4css1.css 5196 2007-06-03 20:25:28Z wiemann $
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+<body>
+<div class="document">
+
+
+<dl class="docutils">
+<dt>Plone Metadata</dt>
+<dd>description-rs-nog
+Benchmark Description
+Benchmark problem description. Formerly known as benchmark 5b.</dd>
+</dl>
+<p>Summary</p>
+<blockquote>
+Viscoelastic (Maxwell) relaxation of stresses from a single finite, reverse-slip</blockquote>
+<div class="system-message">
+<p class="system-message-title">System Message: WARNING/2 (<tt class="docutils">./short/benchmark-rs-nog/description-rs-nog.rst</tt>, line 9)</p>
+Block quote ends without a blank line; unexpected unindent.</div>
+<p>earthquake in 3-D without gravity. Evaluate results with imposed displacement boundary
+conditions on a cube with sides of length 24 km. The displacements imposed are the
+analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
+so the solution is equivalent to that for a domain with a 48 km length in the
+y direction.</p>
+<p>Problem Specification</p>
+<blockquote>
+<p>Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km</p>
+<blockquote>
+<p>Top layer -- -12 km ≤ z ≤ 0 km</p>
+<p>Bottom layer -- -24 km ≤ z ≤ -12 km</p>
+</blockquote>
+<p>Material properties -- The top layer is nearly elastic whereas the bottom layer is viscoelastic.</p>
+<blockquote>
+<p>Elastic -- Poisson solid, G = 30 GPa</p>
+<p>Viscoelasticity -- Maxwell linear viscoelasticity</p>
+<blockquote>
+<p>Top layer -- η = 1.0e+25 Pa-s (essentially elastic)</p>
+<p>Bottom layer -- η = 1.0e+18 Pa-s</p>
+</blockquote>
+<p>Fault specifications</p>
+<blockquote>
+<p>Type -- 45 degree dipping reverse fault.</p>
+<p>Location -- Strike parallel to y-direction with top edge at x = 4 km,
+and bottom edge at x = 20 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km</p>
+<p>Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
+and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and
+z = -16 km. In the region where the two tapers overlap, each slip value
+is the minimum of the two tapers (so that the taper remains linear).</p>
+</blockquote>
+<p>Boundary conditions</p>
+<blockquote>
+Bottom and side displacements set to analytic solution. (Note: the side
+at y = 0 km has zero y-displacements because of symmetry). Top of the
+model is a free surface.</blockquote>
+<p>Discretization</p>
+<blockquote>
+The model should be discretized with nominal spatial resolutions of
+1000 m, 500 m, 250 m. If possible, also run the models with a nominal
+spatial resolution of 125 m. Optionally, use meshes with variable (optimal)
+spatial resolution with the same number of nodes as the uniform resolution
+meshes.</blockquote>
+<p>Element types</p>
+<blockquote>
+Linear and/or quadratic and tetrahedral and/or hexahedral.</blockquote>
+</blockquote>
+</blockquote>
+<p>Requested Output</p>
+<blockquote>
+<p>Solution</p>
+<blockquote>
+<p>Displacements at all nodes at times of 0, 1, 5, and 10 years as well as
+the mesh topology (i.e., element connectivity arrays and coordinates of
+vertices) and basis functions.</p>
+<p>June 30, 2006 -- Use ASCII output for now. In the future we will switch
+to using HDF5 files.</p>
+</blockquote>
+<p>Performance</p>
+<blockquote>
+<ul class="simple">
+<li>CPU time</li>
+<li>Wallclock time</li>
+<li>Memory usage</li>
+<li>Compiler and platform info</li>
+</ul>
+</blockquote>
+</blockquote>
+<p>"Truth"</p>
+<blockquote>
+Okada routines are available to generate an elastic solution. The 'best'
+viscoelastic answer will be derived via mesh refinement. Analytical solutions
+to the viscoelastic solution are being sought if anyone has information.</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/description-rs-nog">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/description-rs-nog</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/description-rs-nog.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/description-rs-nog.rst)
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--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/description-rs-nog.rst (rev 0)
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+Plone Metadata
+ description-rs-nog
+ Benchmark Description
+ Benchmark problem description. Formerly known as benchmark 5b.
+
+Summary
+
+ Viscoelastic (Maxwell) relaxation of stresses from a single finite, reverse-slip
+earthquake in 3-D without gravity. Evaluate results with imposed displacement boundary
+conditions on a cube with sides of length 24 km. The displacements imposed are the
+analytic elastic solutions. Symmetry boundary conditions are imposed at y = 0,
+so the solution is equivalent to that for a domain with a 48 km length in the
+y direction.
+
+Problem Specification
+
+ Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 km ≤ z ≤ 0 km
+
+ Top layer -- -12 km ≤ z ≤ 0 km
+
+ Bottom layer -- -24 km ≤ z ≤ -12 km
+
+ Material properties -- The top layer is nearly elastic whereas the bottom layer is viscoelastic.
+
+ Elastic -- Poisson solid, G = 30 GPa
+
+ Viscoelasticity -- Maxwell linear viscoelasticity
+
+ Top layer -- η = 1.0e+25 Pa-s (essentially elastic)
+
+ Bottom layer -- η = 1.0e+18 Pa-s
+
+ Fault specifications
+
+ Type -- 45 degree dipping reverse fault.
+
+ Location -- Strike parallel to y-direction with top edge at x = 4 km,
+ and bottom edge at x = 20 km. 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km
+
+ Slip distribution -- 1 m of uniform thrust slip motion for 0 km ≤ y ≤ 12 km
+ and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip at y = 16 km and
+ z = -16 km. In the region where the two tapers overlap, each slip value
+ is the minimum of the two tapers (so that the taper remains linear).
+
+ Boundary conditions
+
+ Bottom and side displacements set to analytic solution. (Note: the side
+ at y = 0 km has zero y-displacements because of symmetry). Top of the
+ model is a free surface.
+
+ Discretization
+
+ The model should be discretized with nominal spatial resolutions of
+ 1000 m, 500 m, 250 m. If possible, also run the models with a nominal
+ spatial resolution of 125 m. Optionally, use meshes with variable (optimal)
+ spatial resolution with the same number of nodes as the uniform resolution
+ meshes.
+
+ Element types
+
+ Linear and/or quadratic and tetrahedral and/or hexahedral.
+
+
+Requested Output
+
+ Solution
+
+ Displacements at all nodes at times of 0, 1, 5, and 10 years as well as
+ the mesh topology (i.e., element connectivity arrays and coordinates of
+ vertices) and basis functions.
+
+ June 30, 2006 -- Use ASCII output for now. In the future we will switch
+ to using HDF5 files.
+
+ Performance
+
+ * CPU time
+
+ * Wallclock time
+
+ * Memory usage
+
+ * Compiler and platform info
+
+"Truth"
+
+ Okada routines are available to generate an elastic solution. The 'best'
+ viscoelastic answer will be derived via mesh refinement. Analytical solutions
+ to the viscoelastic solution are being sought if anyone has information.
+
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/description-rs-nog
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+<p>GeoFEST Input</p>
+<blockquote>
+<p>Input files for GeoFEST</p>
+<blockquote>
+<ul>
+<li><dl class="first docutils">
+<dt>bmrsnog_tet4_1000m.gft.gz (2006-08-31)</dt>
+<dd><p class="first last">Gzipped GeoFEST input file for benchmark using linear tetrahedral elements
+with a 1000m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>bmrsnog_tet4_0500m.gft.gz (2006-08-31)</dt>
+<dd><p class="first last">Gzipped GeoFEST input file for benchmark using linear tetrahedral elements
+with a 500m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>reverse slip (no grav), refined grid 01, no smoothing (GeoFEST 4.5)</dt>
+<dd><p class="first last">(2006-09-06) Carl Gable's mesh,
+see <a class="reference external" href="http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html">http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html</a></p>
+</dd>
+</dl>
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+<li><dl class="first docutils">
+<dt>reverse slip (no grav), refined grid 02, no smoothing (GeoFEST 4.5)</dt>
+<dd><p class="first last">(2006-09-06) Carl Gable's mesh #02,
+see <a class="reference external" href="http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html">http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html</a></p>
+</dd>
+</dl>
+</li>
+</ul>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/geofest-input">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/geofest-input</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/geofest-input/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/geofest-input/index.rst)
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--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/geofest-input/index.rst (rev 0)
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+GeoFEST Input
+
+ Input files for GeoFEST
+
+ * bmrsnog_tet4_1000m.gft.gz (2006-08-31)
+ Gzipped GeoFEST input file for benchmark using linear tetrahedral elements
+ with a 1000m nominal node spacing.
+
+ * bmrsnog_tet4_0500m.gft.gz (2006-08-31)
+ Gzipped GeoFEST input file for benchmark using linear tetrahedral elements
+ with a 500m nominal node spacing.
+
+ * reverse slip (no grav), refined grid 01, no smoothing (GeoFEST 4.5)
+ (2006-09-06) Carl Gable's mesh,
+ see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
+
+ * reverse slip (no grav), refined grid 02, no smoothing (GeoFEST 4.5)
+ (2006-09-06) Carl Gable's mesh #02,
+ see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
+
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/geofest-input
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+<body>
+<div class="document">
+
+
+<dl class="docutils">
+<dt>Plone Metadata</dt>
+<dd>Plots of Reverse-Slip No Gravity Benchmark Results
+Plots of global and local errors for reverse-slip no gravity benchmark</dd>
+</dl>
+<p>Displacement Field</p>
+<blockquote>
+<p>"PyLith soln":img:tet4_1000m_pylith_disp_t00.png</p>
+<p>"GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png</p>
+</blockquote>
+<p>Global Error</p>
+<blockquote>
+"Plot of global error":img:globalerror.png</blockquote>
+<p>Local Error</p>
+<blockquote>
+<p>Elastic solution: Code versus Analytic</p>
+<blockquote>
+<p>1000m resolution</p>
+<blockquote>
+<p>"PyLith error":img:tet4_1000m_pylith_analytic_t00.png</p>
+<p>"GeoFEST error":img:tet4_1000m_geofest_analytic_t00.png</p>
+<p>"COMSOL error":img:tet10_2000m_femlab_analytic_t00.png</p>
+</blockquote>
+<p>500m resolution</p>
+<blockquote>
+<p>"PyLith error":img:tet4_0500m_pylith_analytic_t00.png</p>
+<p>"GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png</p>
+</blockquote>
+</blockquote>
+<p>Viscoelastic solution: PyLith versus GeoFEST</p>
+<blockquote>
+<p>"t0yr":img:tet4_0500m_pylith_geofest_t00.png</p>
+<p>"t1yr":img:tet4_0500m_pylith_geofest_t01.png</p>
+<p>"t5yr":img:tet4_0500m_pylith_geofest_t05.png</p>
+<p>"t10yr":img:tet4_0500m_pylith_geofest_t10.png</p>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/plots">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/plots</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/plots/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/plots/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/plots/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs-nog/plots/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
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+Plone Metadata
+ Plots of Reverse-Slip No Gravity Benchmark Results
+ Plots of global and local errors for reverse-slip no gravity benchmark
+
+Displacement Field
+
+ "PyLith soln":img:tet4_1000m_pylith_disp_t00.png
+
+ "GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png
+
+Global Error
+
+ "Plot of global error":img:globalerror.png
+
+Local Error
+
+ Elastic solution: Code versus Analytic
+
+ 1000m resolution
+
+ "PyLith error":img:tet4_1000m_pylith_analytic_t00.png
+
+ "GeoFEST error":img:tet4_1000m_geofest_analytic_t00.png
+
+ "COMSOL error":img:tet10_2000m_femlab_analytic_t00.png
+
+ 500m resolution
+
+ "PyLith error":img:tet4_0500m_pylith_analytic_t00.png
+
+ "GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png
+
+ Viscoelastic solution: PyLith versus GeoFEST
+
+ "t0yr":img:tet4_0500m_pylith_geofest_t00.png
+
+ "t1yr":img:tet4_0500m_pylith_geofest_t01.png
+
+ "t5yr":img:tet4_0500m_pylith_geofest_t05.png
+
+ "t10yr":img:tet4_0500m_pylith_geofest_t10.png
+
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/plots
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.html)
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--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/index.html (rev 0)
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+
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+</head>
+<body>
+<div class="document">
+
+
+<p>PyLith-0.8 Input</p>
+<blockquote>
+<p>Input files for PyLith-0.8</p>
+<blockquote>
+<ul>
+<li><dl class="first docutils">
+<dt>bmrsnog_hex_1000m.tgz (2006-07-20)</dt>
+<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using linear hexahedral
+elements with a 1000m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>bmrsnog_tet4_1000m.tgz (2006-07-20)</dt>
+<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
+elements with a 1000m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>bmrsnog_tet4_0500m.tgz (2006-07-20)</dt>
+<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
+elements with a 500m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>bmrsnog_tet4_0250m.tgz (2006-07-20)</dt>
+<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
+elements with a 250m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>reverse slip (no grav), refined grid 01, no smoothing (2006-09-06)</dt>
+<dd><p class="first last">Carl Gable's mesh,
+see <a class="reference external" href="http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html">http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html</a></p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>reverse slip (no grav), refined grid 02, no smoothing (2006-09-06)</dt>
+<dd><p class="first last">Carl Gable's mesh #2,
+see <a class="reference external" href="http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html">http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html</a></p>
+</dd>
+</dl>
+</li>
+</ul>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/pylith-0.8-input">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/pylith-0.8-input</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/pylith-0.8-input/index.rst)
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--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs-nog/pylith-0.8-input/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,30 @@
+PyLith-0.8 Input
+
+ Input files for PyLith-0.8
+
+ * bmrsnog_hex_1000m.tgz (2006-07-20)
+ Tarball containing PyLith-0.8 input files for benchmark using linear hexahedral
+ elements with a 1000m nominal node spacing.
+
+ * bmrsnog_tet4_1000m.tgz (2006-07-20)
+ Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
+ elements with a 1000m nominal node spacing.
+
+ * bmrsnog_tet4_0500m.tgz (2006-07-20)
+ Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
+ elements with a 500m nominal node spacing.
+
+ * bmrsnog_tet4_0250m.tgz (2006-07-20)
+ Tarball containing PyLith-0.8 input files for benchmark using linear tetrahedral
+ elements with a 250m nominal node spacing.
+
+ * reverse slip (no grav), refined grid 01, no smoothing (2006-09-06)
+ Carl Gable's mesh,
+ see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
+
+ * reverse slip (no grav), refined grid 02, no smoothing (2006-09-06)
+ Carl Gable's mesh #2,
+ see http://meshing.lanl.gov/proj/crustal_dyn_reverse_fault_bm/catalog.html
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/pylith-0.8-input
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.html)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,405 @@
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+
+
+<p>Results</p>
+<blockquote>
+<p>Results from benchmark runs. Place tarballs containing the requested results
+in this folder and describe the run in the description field.</p>
+<blockquote>
+<ul>
+<li><dl class="first docutils">
+<dt>GeoFEST reverse fault results - 1 km (2006-08-17)</dt>
+<dd><p class="first last">Tarball contains input and output files as well as text file
+containing run-time information</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST reverse fault results - 500 m (2006-08-17)</dt>
+<dd><p class="first last">Tarball contains input and output files as well as text file
+containing run-time information</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Geofest reverse slip var_res_mesh_01_soln (2006-09-05)</dt>
+<dd><p class="first last">fixed the BCs, Geofest 4.5, dt=0.1 constant</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear hex, 1 km resolution, dt=0.1yr (2006-08-29)</dt>
+<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
+Linear hexahedral mesh at 1 km resolution.
+Constant time step size of 0.1 years.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear tet, 1 km resolution, dt=0.1yr (2006-08-29)</dt>
+<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
+Linear tetrahedral mesh at 1 km resolution.
+Constant time step size of 0.1 years.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear tet, 500 m resolution, dt=0.1yr (2006-08-29)</dt>
+<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
+Linear tetrahedral mesh at 500 m resolution.
+Constant time step size of 0.1 years.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear tet, 250 m resolution, dt=0.1yr (2006-08-29)</dt>
+<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
+Linear tetrahedral mesh at 250 m resolution.
+Constant time step size of 0.1 years.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>tet_var_res_01_pylith_soln.tgz (2006-09-04)</dt>
+<dd><p class="first last">PyLith-0.8 results for Carl Gable's variable resolution (no smoothing)
+mesh 01 for the reverse slip benchmark - constant dt=0.1yr</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 2 km resolution, elastic (2006-10-16)</dt>
+<dd><p class="first last">This model has 19544 quadratic tetrahedral elements and is twice the
+size in y of the model description, since there is no symmetric boundary.
+This yields a resolution close to 2 km. The model and solver require
+about 800 MB and is solved in about 10 minutes on a 1.8 GHz AMD Opteron.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1 km resolution, t = 0 years (2006-10-18)</dt>
+<dd><p class="first last">This model has ~162000 linear tetrahedral elements and is twice the size
+in y of the model description, since there is no symmetric boundary.
+This yields a resolution close to 1 km. The model and the solver require
+about 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
+An iterative solver was used, which uses the Incomplete LU preconditioner
+with a drop tolerance of 0.01</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1 km resolution, t = 1 year</dt>
+<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
+Drop tolerance is 0.01</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1 km resolution, t = 5 years</dt>
+<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
+Drop tolerance is 0.01</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1 km resolution, t = 10 years</dt>
+<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
+Drop tolerance is 0.01</p>
+</dd>
+</dl>
+</li>
+</ul>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/results">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/results</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-rs-nog/results/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/rs-nog/results/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,69 @@
+Results
+
+ Results from benchmark runs. Place tarballs containing the requested results
+ in this folder and describe the run in the description field.
+
+ * GeoFEST reverse fault results - 1 km (2006-08-17)
+ Tarball contains input and output files as well as text file
+ containing run-time information
+
+ * GeoFEST reverse fault results - 500 m (2006-08-17)
+ Tarball contains input and output files as well as text file
+ containing run-time information
+
+ * Geofest reverse slip var_res_mesh_01_soln (2006-09-05)
+ fixed the BCs, Geofest 4.5, dt=0.1 constant
+
+ * PyLith, 1 proc, linear hex, 1 km resolution, dt=0.1yr (2006-08-29)
+ PyLith results run on 1 processor of a Power Mac G5.
+ Linear hexahedral mesh at 1 km resolution.
+ Constant time step size of 0.1 years.
+
+ * PyLith, 1 proc, linear tet, 1 km resolution, dt=0.1yr (2006-08-29)
+ PyLith results run on 1 processor of a Power Mac G5.
+ Linear tetrahedral mesh at 1 km resolution.
+ Constant time step size of 0.1 years.
+
+ * PyLith, 1 proc, linear tet, 500 m resolution, dt=0.1yr (2006-08-29)
+ PyLith results run on 1 processor of a Power Mac G5.
+ Linear tetrahedral mesh at 500 m resolution.
+ Constant time step size of 0.1 years.
+
+ * PyLith, 1 proc, linear tet, 250 m resolution, dt=0.1yr (2006-08-29)
+ PyLith results run on 1 processor of a Power Mac G5.
+ Linear tetrahedral mesh at 250 m resolution.
+ Constant time step size of 0.1 years.
+
+ * tet_var_res_01_pylith_soln.tgz (2006-09-04)
+ PyLith-0.8 results for Carl Gable's variable resolution (no smoothing)
+ mesh 01 for the reverse slip benchmark - constant dt=0.1yr
+
+ * Femlab 2 km resolution, elastic (2006-10-16)
+ This model has 19544 quadratic tetrahedral elements and is twice the
+ size in y of the model description, since there is no symmetric boundary.
+ This yields a resolution close to 2 km. The model and solver require
+ about 800 MB and is solved in about 10 minutes on a 1.8 GHz AMD Opteron.
+
+ * Femlab 1 km resolution, t = 0 years (2006-10-18)
+ This model has ~162000 linear tetrahedral elements and is twice the size
+ in y of the model description, since there is no symmetric boundary.
+ This yields a resolution close to 1 km. The model and the solver require
+ about 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
+ An iterative solver was used, which uses the Incomplete LU preconditioner
+ with a drop tolerance of 0.01
+
+ * Femlab 1 km resolution, t = 1 year
+ Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
+ Drop tolerance is 0.01
+
+ * Femlab 1 km resolution, t = 5 years
+ Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
+ Drop tolerance is 0.01
+
+ * Femlab 1 km resolution, t = 10 years
+ Viscoelastic problem requires ~3.5GB and takes about 4.5 hrs to run.
+ Drop tolerance is 0.01
+
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-rs-nog/results
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.html)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.html 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,387 @@
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+<body>
+<div class="document">
+
+
+<p>Plone Metadata</p>
+<blockquote>
+description-ss
+Benchmark Description
+Benchmark problem description. Formerly known as benchmark 4b.</blockquote>
+<p>Summary</p>
+<blockquote>
+Viscoelastic (Maxwell) relaxation of stresses from a single, finite,</blockquote>
+<div class="system-message">
+<p class="system-message-title">System Message: WARNING/2 (<tt class="docutils">./short/benchmark-strikeslip/description-ss.rst</tt>, line 10)</p>
+Block quote ends without a blank line; unexpected unindent.</div>
+<p>strike-slip earthquake in 3-D without gravity. Evaluate results with imposed
+displacement boundary conditions on a cube with sides of length 24 km. The
+displacements imposed are the analytic elastic solutions. Anti-plane strain
+boundary conditions are imposed at y = 0, so the solution is equivalent
+to that for a domain with a 48 km length in the y direction.</p>
+<p>Problem Specification</p>
+<blockquote>
+<p>"Problem geometry":img:benchmark_geometry.png</p>
+<p>Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 ≤ z ≤ 0 km</p>
+<blockquote>
+<p>Top layer -- -12 km ≤ z ≤ 0 km</p>
+<p>Bottom layer -- -24 km ≤ z ≤ -12 km</p>
+</blockquote>
+<p>Material properties -- The top layer is nearly elastic whereas the bottom layer
+is viscoelastic.</p>
+<blockquote>
+<p>Elastic -- Poisson solid, G = 30 GPa</p>
+<p>Viscoelasticity -- Maxwell linear viscoelasticity</p>
+<blockquote>
+<p>Top layer -- η = 1.0e+25 Pa-s (essentially elastic)</p>
+<p>Bottom layer -- η = 1.0e+18 Pa-s</p>
+</blockquote>
+</blockquote>
+<p>Fault specifications</p>
+<blockquote>
+<p>Type -- Vertical right-lateral strike-slip fault.</p>
+<dl class="docutils">
+<dt>Location --</dt>
+<dd>Strike parallel to y-direction at center of model (x = 12 km)
+0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km.</dd>
+<dt>Slip distribution --</dt>
+<dd>1 m of uniform strike slip motion for 0 km ≤ y ≤ 12 km
+and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip
+at y = 16 km and z = -16 km. In the region where the two
+tapers overlap, each slip value is the minimum of the
+two tapers (so that the taper remains linear).</dd>
+</dl>
+</blockquote>
+<p>Boundary conditions</p>
+<blockquote>
+Bottom and side displacements are set to the elastic analytical solution,
+and the top of the model is a free surface. There are two exceptions to
+these applied boundary conditions. The first is on the y = 0 plane, where
+y-displacements are left free to preserve symmetry, and the x- and
+z-displacements are set to zero. The second is along the line segment
+between (12, 0, -24) and (12, 24, -24), where the analytical solution
+blows up in some cases. Along this line segment, all 3 displacement
+components are left free.</blockquote>
+<p>Discretization</p>
+<blockquote>
+The model should be discretized with nominal spatial resolutions of
+1000 m, 500 m, and 250 m. If possible, also run the models with a nomial
+spatial resolution of 125 m. Optionally, use meshes with variable
+(optimal) spatial resolution with the same number of nodes as the
+uniform resolution meshes.</blockquote>
+<p>Element types</p>
+<blockquote>
+Linear and/or quadratic and tetrahedral and/or hexahedral.</blockquote>
+</blockquote>
+<p>Requested Output</p>
+<blockquote>
+<p>Solution</p>
+<blockquote>
+<p>Displacement at all nodes at times of 0, 1, 5, and 10 years as well
+as the mesh topology (i.e., element connectivity arrays and coordinates
+of vertices) and basis functions.</p>
+<p>June 30, 2006 -- Use ASCII output for now. In the future we will switch
+to using HDF5 files.</p>
+</blockquote>
+<p>Performance</p>
+<blockquote>
+<ul class="simple">
+<li>CPU time</li>
+<li>Wallclock time</li>
+<li>Memory usage</li>
+<li>Compiler and platform info</li>
+</ul>
+</blockquote>
+</blockquote>
+<p>"Truth"</p>
+<blockquote>
+Okada routines are available to generate an elastic solution. The 'best'
+viscoelastic answer will be derived via mesh refinement. Analytical solutions
+to the viscoelastic solution are being sought if anyone has information.</blockquote>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/description-ss.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/description-ss.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,103 @@
+Plone Metadata
+
+ description-ss
+ Benchmark Description
+ Benchmark problem description. Formerly known as benchmark 4b.
+
+Summary
+
+ Viscoelastic (Maxwell) relaxation of stresses from a single, finite,
+strike-slip earthquake in 3-D without gravity. Evaluate results with imposed
+displacement boundary conditions on a cube with sides of length 24 km. The
+displacements imposed are the analytic elastic solutions. Anti-plane strain
+boundary conditions are imposed at y = 0, so the solution is equivalent
+to that for a domain with a 48 km length in the y direction.
+
+Problem Specification
+
+ "Problem geometry":img:benchmark_geometry.png
+
+ Model size -- 0 km ≤ x ≤ 24 km; 0 km ≤ y ≤ 24 km; -24 ≤ z ≤ 0 km
+
+ Top layer -- -12 km ≤ z ≤ 0 km
+
+ Bottom layer -- -24 km ≤ z ≤ -12 km
+
+ Material properties -- The top layer is nearly elastic whereas the bottom layer
+ is viscoelastic.
+
+ Elastic -- Poisson solid, G = 30 GPa
+
+ Viscoelasticity -- Maxwell linear viscoelasticity
+
+ Top layer -- η = 1.0e+25 Pa-s (essentially elastic)
+
+ Bottom layer -- η = 1.0e+18 Pa-s
+
+ Fault specifications
+
+ Type -- Vertical right-lateral strike-slip fault.
+
+ Location --
+ Strike parallel to y-direction at center of model (x = 12 km)
+ 0 km ≤ y ≤ 16 km; -16 km ≤ z ≤ 0 km.
+
+ Slip distribution --
+ 1 m of uniform strike slip motion for 0 km ≤ y ≤ 12 km
+ and -12 km ≤ z ≤ 0 km with a linear taper to 0 slip
+ at y = 16 km and z = -16 km. In the region where the two
+ tapers overlap, each slip value is the minimum of the
+ two tapers (so that the taper remains linear).
+
+ Boundary conditions
+
+ Bottom and side displacements are set to the elastic analytical solution,
+ and the top of the model is a free surface. There are two exceptions to
+ these applied boundary conditions. The first is on the y = 0 plane, where
+ y-displacements are left free to preserve symmetry, and the x- and
+ z-displacements are set to zero. The second is along the line segment
+ between (12, 0, -24) and (12, 24, -24), where the analytical solution
+ blows up in some cases. Along this line segment, all 3 displacement
+ components are left free.
+
+ Discretization
+
+ The model should be discretized with nominal spatial resolutions of
+ 1000 m, 500 m, and 250 m. If possible, also run the models with a nomial
+ spatial resolution of 125 m. Optionally, use meshes with variable
+ (optimal) spatial resolution with the same number of nodes as the
+ uniform resolution meshes.
+
+ Element types
+
+ Linear and/or quadratic and tetrahedral and/or hexahedral.
+
+
+Requested Output
+
+ Solution
+
+ Displacement at all nodes at times of 0, 1, 5, and 10 years as well
+ as the mesh topology (i.e., element connectivity arrays and coordinates
+ of vertices) and basis functions.
+
+ June 30, 2006 -- Use ASCII output for now. In the future we will switch
+ to using HDF5 files.
+
+ Performance
+
+ * CPU time
+
+ * Wallclock time
+
+ * Memory usage
+
+ * Compiler and platform info
+
+"Truth"
+
+ Okada routines are available to generate an elastic solution. The 'best'
+ viscoelastic answer will be derived via mesh refinement. Analytical solutions
+ to the viscoelastic solution are being sought if anyone has information.
+
+
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/geofest-input/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.html)
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+<p>GeoFEST Input</p>
+<blockquote>
+<p>Input files for GeoFEST</p>
+<blockquote>
+<ul>
+<li><p class="first">GeoFEST linear tet 1km resolution dt = 0.1 year</p>
+</li>
+<li><p class="first">GeoFEST linear tet 500m resolution dt = 0.1 year</p>
+</li>
+<li><p class="first">GeoFEST linear tet 250m resolution input file</p>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST / PYRAMID 1km</dt>
+<dd><p class="first last">PYRAMID input file for parallel 1km run.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST / PYRAMID 500m</dt>
+<dd><p class="first last">PYRAMID input file for parallel GeoFEST run.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST / PYRAMID 250m</dt>
+<dd><p class="first last">PYRAMID input file for parallel GeoFEST run.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST linear tet 500m dt = 0.1 year (NEW)</dt>
+<dd><p class="first last">The taper problem has been fixed</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST linear tet 250m dt = 0.1 year (NEW)</dt>
+<dd><p class="first last">The taper problem has been fixed.</p>
+</dd>
+</dl>
+</li>
+</ul>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/geofest-input">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/geofest-input</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/geofest-input/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/geofest-input/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/geofest-input/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/geofest-input/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
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+
+GeoFEST Input
+
+ Input files for GeoFEST
+
+ * GeoFEST linear tet 1km resolution dt = 0.1 year
+
+ * GeoFEST linear tet 500m resolution dt = 0.1 year
+
+ * GeoFEST linear tet 250m resolution input file
+
+ * GeoFEST / PYRAMID 1km
+ PYRAMID input file for parallel 1km run.
+
+ * GeoFEST / PYRAMID 500m
+ PYRAMID input file for parallel GeoFEST run.
+
+ * GeoFEST / PYRAMID 250m
+ PYRAMID input file for parallel GeoFEST run.
+
+ * GeoFEST linear tet 500m dt = 0.1 year (NEW)
+ The taper problem has been fixed
+
+ * GeoFEST linear tet 250m dt = 0.1 year (NEW)
+ The taper problem has been fixed.
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/geofest-input
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.html)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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+
+
+<p>Strike-Slip Benchmark (no gravity)</p>
+<blockquote>
+<p>Benchmark for strike-slip fault without gravity.</p>
+<blockquote>
+<ul>
+<li><dl class="first docutils">
+<dt>Benchmark Description</dt>
+<dd><p class="first last">Benchmark problem description. Formerly known as benchmark 4b.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith-0.8 Input</dt>
+<dd><p class="first last">Input files for PyLith-0.8</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST Input</dt>
+<dd><p class="first last">Input files for GeoFEST</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Results</dt>
+<dd><p class="first last">Results from benchmark runs. Place tarballs containing the
+requested results in this folder and describe the run in the
+description field.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Plots of Benchmarking Results</dt>
+<dd><p class="first last">Plots of benchmarking results showing global and local errors.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Geometry for Strike-Slip Benchmark</dt>
+<dd><p class="first last">Domain and fault geometry for the strike-slip benchmark.</p>
+</dd>
+</dl>
+</li>
+</ul>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,29 @@
+
+Strike-Slip Benchmark (no gravity)
+
+ Benchmark for strike-slip fault without gravity.
+
+ * Benchmark Description
+ Benchmark problem description. Formerly known as benchmark 4b.
+
+ * PyLith-0.8 Input
+ Input files for PyLith-0.8
+
+ * GeoFEST Input
+ Input files for GeoFEST
+
+ * Results
+ Results from benchmark runs. Place tarballs containing the
+ requested results in this folder and describe the run in the
+ description field.
+
+ * Plots of Benchmarking Results
+ Plots of benchmarking results showing global and local errors.
+
+ * Geometry for Strike-Slip Benchmark
+ Domain and fault geometry for the strike-slip benchmark.
+
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks
+
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.html)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.html (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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+<div class="document">
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+
+<dl class="docutils">
+<dt>Plots of Strike-Slip No Gravity Benchmark Results</dt>
+<dd>Plots of global and local errors for strike-slip no gravity benchmark</dd>
+</dl>
+<p>Displacement Field</p>
+<blockquote>
+<p>"PyLith soln":img:tet4_1000m_pylith_disp_t00.png</p>
+<p>"GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png</p>
+</blockquote>
+<p>Global Error</p>
+<blockquote>
+"Plot of global error":img:globalerror.png</blockquote>
+<p>Local Error</p>
+<blockquote>
+<p>Elastic solution: Code versus Analytic</p>
+<blockquote>
+<p>250m resolution</p>
+<blockquote>
+<p>"PyLith error":img:tet4_0250m_pylith_analytic_t00.png</p>
+<p>"GeoFEST error":img:tet4_0250m_geofest_analytic_t00.png</p>
+</blockquote>
+<p>500m resolution</p>
+<blockquote>
+<p>"PyLith error":img:tet4_0500m_pylith_analytic_t00.png</p>
+<p>"GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png</p>
+</blockquote>
+</blockquote>
+<p>Viscoelastic solution: PyLith versus GeoFEST</p>
+<blockquote>
+<p>250m resolution</p>
+<blockquote>
+"t0yr":img:tet4_0250m_pylith_geofest_t00.png</blockquote>
+<p>500m resolution</p>
+<blockquote>
+<p>"t0yr":img:tet4_0500m_pylith_geofest_t00.png</p>
+<p>"t1yr":img:tet4_0500m_pylith_geofest_t01.png</p>
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+<p>"t10yr":img:tet4_0500m_pylith_geofest_t10.png</p>
+</blockquote>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/plots">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/plots</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/plots/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/plots/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,48 @@
+Plots of Strike-Slip No Gravity Benchmark Results
+ Plots of global and local errors for strike-slip no gravity benchmark
+
+Displacement Field
+
+ "PyLith soln":img:tet4_1000m_pylith_disp_t00.png
+
+ "GeoFEST soln":img:tet4_1000m_geofest_disp_t00.png
+
+Global Error
+
+ "Plot of global error":img:globalerror.png
+
+Local Error
+
+ Elastic solution: Code versus Analytic
+
+ 250m resolution
+
+ "PyLith error":img:tet4_0250m_pylith_analytic_t00.png
+
+ "GeoFEST error":img:tet4_0250m_geofest_analytic_t00.png
+
+ 500m resolution
+
+ "PyLith error":img:tet4_0500m_pylith_analytic_t00.png
+
+ "GeoFEST error":img:tet4_0500m_geofest_analytic_t00.png
+
+ Viscoelastic solution: PyLith versus GeoFEST
+
+ 250m resolution
+
+ "t0yr":img:tet4_0250m_pylith_geofest_t00.png
+
+ 500m resolution
+
+ "t0yr":img:tet4_0500m_pylith_geofest_t00.png
+
+ "t1yr":img:tet4_0500m_pylith_geofest_t01.png
+
+ "t5yr":img:tet4_0500m_pylith_geofest_t05.png
+
+ "t10yr":img:tet4_0500m_pylith_geofest_t10.png
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/plots
+
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/pylith-0.8-input/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.html)
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+
+
+<p>PyLith-0.8 Input</p>
+<blockquote>
+<p>Input files for PyLith-0.8</p>
+<blockquote>
+<ul>
+<li><dl class="first docutils">
+<dt>bmssnog_tet4_1000m.tgz</dt>
+<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using
+linear tetrahedral elements with a 1000m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>bmssnog_tet4_0500m.tgz</dt>
+<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using
+linear tetrahedral elements with a 500m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>bmssnog_tet4_0250m.tgz</dt>
+<dd><p class="first last">Tarball containing PyLith-0.8 input files for benchmark using
+linear tetrahedral elements with a 250m nominal node spacing.</p>
+</dd>
+</dl>
+</li>
+</ul>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>Original URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/pylith-0.8-input/">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/pylith-0.8-input/</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/pylith-0.8-input/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/pylith-0.8-input/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/pylith-0.8-input/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/pylith-0.8-input/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
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+PyLith-0.8 Input
+
+ Input files for PyLith-0.8
+
+ * bmssnog_tet4_1000m.tgz
+ Tarball containing PyLith-0.8 input files for benchmark using
+ linear tetrahedral elements with a 1000m nominal node spacing.
+
+ * bmssnog_tet4_0500m.tgz
+ Tarball containing PyLith-0.8 input files for benchmark using
+ linear tetrahedral elements with a 500m nominal node spacing.
+
+ * bmssnog_tet4_0250m.tgz
+ Tarball containing PyLith-0.8 input files for benchmark using
+ linear tetrahedral elements with a 250m nominal node spacing.
+
+Original URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/pylith-0.8-input/
+
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/index.html (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.html)
===================================================================
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+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/index.html 2009-09-30 22:06:04 UTC (rev 15708)
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+
+
+<p>Results</p>
+<blockquote>
+<p>Results from benchmark runs. Place tarballs containing the requested results
+in this folder, and describe the run in the description field.</p>
+<blockquote>
+<ul>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear tet, 1km resolution, dt=0.1yr (2006-08-29)</dt>
+<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
+Linear tetrahedral mesh at 1km resolution.
+Constant time step size of 0.1 year.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear hex, 1km resolution, dt=0.1yr (2006-08-29)</dt>
+<dd><p class="first last">PyLith results on 1 processor of a Power Mac G5.
+Linear hexahedral mesh at 1km resolution.
+Constant time step size of 0.1 year.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear tet, 500m resolution, dt=0.1yr (2006-08-29)</dt>
+<dd><p class="first last">PyLith results run on 1 processor of a Power Mac G5.
+Linear tetrahedral mesh at 500m resolution.
+Constant time step size of 0.1 year.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith Revised Results, 500m, New BC and Split Node Input (2007-01-30)</dt>
+<dd><p class="first last">New solution using revised BC and split node inputs. The revised BC
+take care of the problems of defining BC on the fault plane (or in
+some cases the projected fault plane). The new split node inputs
+no longer assume a bilinear slip distribution in the region where
+the fault tapers overlap, and now assumes a taper consistent with
+what is used for the analytical solution.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith Revised Results, 500m, Altered BC for Viscoelastic Solution (2007-02-06)</dt>
+<dd><p class="first last">New version where BC have been altered from those of previous version
+to make viscoelastic results consistent with those from GeoFEST.
+The revised BC do not pin y-component on the y=0 plane, and no BC
+are applied along the intersection of the fault plane (or its projection)
+along y=0 and z=-24.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>PyLith, 1 proc, linear tet, 250m resolution, dt=0.1yr (2006-09-07)</dt>
+<dd><p class="first last">PyLith results run on 1 processor of an Opteron 2.4GHz Linux machine.
+Linear tetrahedral mesh at 250m resolution.
+Constant time step size of 0.1 year.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST / PYRAMID 1km (2006-09-06)</dt>
+<dd><p class="first last">Parallel results using 64 processors of Intel/Linux Cluster
+with GeoFEST-4.5 and Pyramid-2.1.3</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST / PYRAMID 500m (2006-09-06)</dt>
+<dd><p class="first last">Parallel results using 64 processors of Intel/Linux Cluster
+with GeoFEST-4.5 and Pyramid-2.1.3</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST / PYRAMID 250m (2006-09-06)</dt>
+<dd><p class="first last">Parallel results using 128 processors of Intel/Linux Cluster
+with GeoFEST-4.5 and Pyramid-2.1.3</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>GeoFEST linear tet 1km resolution dt=0.1yr (updated) (2006-09-21)</dt>
+<dd><p class="first last">The taper error has been fixed.</p>
+</dd>
+</dl>
+</li>
+<li><p class="first">GeoFEST Linear-Tet 500m Re-Run (2006-11-29)</p>
+</li>
+<li><p class="first">GeoFEST Linear-Tet 250m Re-Run (2006-11-29)</p>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1km resolution, t = 0 years (2006-10-17)</dt>
+<dd><p class="first last">This model has ~162,000 linear tetrahedral elements and is twice the
+size in y of the model description, since there is no symmetric boundary.
+This yields a resolution close to 1km. The model and solver require
+almost 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
+An iterative solver was used, which uses the Incomplete LU preconditioner
+with a drop tolerance of 0.01. Decreasing this value has very little
+effect on the error but takes longer to solve.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1km resolution, t = 1 year (2006-10-17)</dt>
+<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
+Drop tolerance is 0.01.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1km resolution, t = 5 years (2006-10-17)</dt>
+<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
+Drop tolerance is 0.01.</p>
+</dd>
+</dl>
+</li>
+<li><dl class="first docutils">
+<dt>Femlab 1km resolution, t = 10 years (2006-10-17)</dt>
+<dd><p class="first last">Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
+Drop tolerance is 0.01.</p>
+</dd>
+</dl>
+</li>
+</ul>
+</blockquote>
+</blockquote>
+<dl class="docutils">
+<dt>URL</dt>
+<dd><a class="reference external" href="http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/results">http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/results</a></dd>
+</dl>
+</div>
+</body>
+</html>
Copied: doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/index.rst (from rev 15679, doc/geodynamics.org/benchmarks/trunk/short/benchmark-strikeslip/results/index.rst)
===================================================================
--- doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/index.rst (rev 0)
+++ doc/geodynamics.org/benchmarks/trunk/short/strikeslip/results/index.rst 2009-09-30 22:06:04 UTC (rev 15708)
@@ -0,0 +1,84 @@
+Results
+
+ Results from benchmark runs. Place tarballs containing the requested results
+ in this folder, and describe the run in the description field.
+
+ * PyLith, 1 proc, linear tet, 1km resolution, dt=0.1yr (2006-08-29)
+ PyLith results run on 1 processor of a Power Mac G5.
+ Linear tetrahedral mesh at 1km resolution.
+ Constant time step size of 0.1 year.
+
+ * PyLith, 1 proc, linear hex, 1km resolution, dt=0.1yr (2006-08-29)
+ PyLith results on 1 processor of a Power Mac G5.
+ Linear hexahedral mesh at 1km resolution.
+ Constant time step size of 0.1 year.
+
+ * PyLith, 1 proc, linear tet, 500m resolution, dt=0.1yr (2006-08-29)
+ PyLith results run on 1 processor of a Power Mac G5.
+ Linear tetrahedral mesh at 500m resolution.
+ Constant time step size of 0.1 year.
+
+ * PyLith Revised Results, 500m, New BC and Split Node Input (2007-01-30)
+ New solution using revised BC and split node inputs. The revised BC
+ take care of the problems of defining BC on the fault plane (or in
+ some cases the projected fault plane). The new split node inputs
+ no longer assume a bilinear slip distribution in the region where
+ the fault tapers overlap, and now assumes a taper consistent with
+ what is used for the analytical solution.
+
+ * PyLith Revised Results, 500m, Altered BC for Viscoelastic Solution (2007-02-06)
+ New version where BC have been altered from those of previous version
+ to make viscoelastic results consistent with those from GeoFEST.
+ The revised BC do not pin y-component on the y=0 plane, and no BC
+ are applied along the intersection of the fault plane (or its projection)
+ along y=0 and z=-24.
+
+ * PyLith, 1 proc, linear tet, 250m resolution, dt=0.1yr (2006-09-07)
+ PyLith results run on 1 processor of an Opteron 2.4GHz Linux machine.
+ Linear tetrahedral mesh at 250m resolution.
+ Constant time step size of 0.1 year.
+
+ * GeoFEST / PYRAMID 1km (2006-09-06)
+ Parallel results using 64 processors of Intel/Linux Cluster
+ with GeoFEST-4.5 and Pyramid-2.1.3
+
+ * GeoFEST / PYRAMID 500m (2006-09-06)
+ Parallel results using 64 processors of Intel/Linux Cluster
+ with GeoFEST-4.5 and Pyramid-2.1.3
+
+ * GeoFEST / PYRAMID 250m (2006-09-06)
+ Parallel results using 128 processors of Intel/Linux Cluster
+ with GeoFEST-4.5 and Pyramid-2.1.3
+
+ * GeoFEST linear tet 1km resolution dt=0.1yr (updated) (2006-09-21)
+ The taper error has been fixed.
+
+ * GeoFEST Linear-Tet 500m Re-Run (2006-11-29)
+
+ * GeoFEST Linear-Tet 250m Re-Run (2006-11-29)
+
+ * Femlab 1km resolution, t = 0 years (2006-10-17)
+ This model has ~162,000 linear tetrahedral elements and is twice the
+ size in y of the model description, since there is no symmetric boundary.
+ This yields a resolution close to 1km. The model and solver require
+ almost 800MB and is solved in about 3 minutes on a 1.8 GHz AMD Opteron.
+ An iterative solver was used, which uses the Incomplete LU preconditioner
+ with a drop tolerance of 0.01. Decreasing this value has very little
+ effect on the error but takes longer to solve.
+
+ * Femlab 1km resolution, t = 1 year (2006-10-17)
+ Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
+ Drop tolerance is 0.01.
+
+ * Femlab 1km resolution, t = 5 years (2006-10-17)
+ Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
+ Drop tolerance is 0.01.
+
+ * Femlab 1km resolution, t = 10 years (2006-10-17)
+ Viscoelastic problem requires ~3.5GB and takes about 4.5 hours to run.
+ Drop tolerance is 0.01.
+
+
+URL
+ http://geodynamics.org/cig/workinggroups/short/workarea/benchmarks/benchmark-strikeslip/results
+
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