From 1392384d79cbf7365d926d3163b2b49bcce7866f Mon Sep 17 00:00:00 2001
From: Lars Bilke <lars.bilke@ufz.de>
Date: Fri, 17 Feb 2017 15:04:13 +0100
Subject: [PATCH] [web] Fixed pdf links point to Craft.
---
.../docs/benchmarks/elliptic/groundwater-flow-dirichlet.md | 2 --
.../benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md | 2 +-
web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md | 2 +-
.../small-deformations/lie-m-linear-single-fracture.md | 2 +-
.../small-deformations/mechanics-linear-disc-with-hole.md | 2 +-
.../small-deformations/mechanics-lubby2-shear-traction.md | 2 +-
.../small-deformations/mechanics-plasticity-single-surface.md | 2 +-
web/content/docs/benchmarks/two-phase-flow/momas.md | 2 +-
8 files changed, 7 insertions(+), 9 deletions(-)
diff --git a/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md b/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md
index 0d1220ecd3c..07bab2b2e07 100644
--- a/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md
+++ b/web/content/docs/benchmarks/elliptic/groundwater-flow-dirichlet.md
@@ -47,8 +47,6 @@ $$
## Input files
-TODO: {asset:247:link}
-
The main project file is `square_1e2.prj`. It describes the processes to be solved and the related process variables together with their initial and boundary conditions. It also references the mesh and geometrical objects defined on the mesh.
As of now a small portion of possible inputs is implemented; one can change:
diff --git a/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md b/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md
index ee0e757f3e6..fec5de89c26 100644
--- a/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md
+++ b/web/content/docs/benchmarks/hydro-mechanics/lie-hm-linear-single-fracture.md
@@ -18,7 +18,7 @@ author = "Norihiro Watanabe"
We solve a hydromechanics problem (small deformation, linear elastic, Darcy flow) with a pre-existing fracture using the lower-dimensional interface element (LIE) approach.
-See the TODO: {asset:843:link}-PDF for detailed problem description.
+See the [LIE_HM.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/LIE_HM.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md b/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md
index 2448ffe69a3..3897d565325 100644
--- a/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md
+++ b/web/content/docs/benchmarks/hydro-thermal/constant-viscosity.md
@@ -15,7 +15,7 @@ weight = 161
## Equations
-TODO: `/assets/files/SelectedBenchmarks/HT/HT-Process.pdf`
+See [HT-Process.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/HT/HT-Process.pdf).
## Problem description
diff --git a/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md b/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md
index db4f623332f..49b882a8d39 100644
--- a/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md
+++ b/web/content/docs/benchmarks/small-deformations/lie-m-linear-single-fracture.md
@@ -17,7 +17,7 @@ title = "Linear; Single fracture"
We solve a linear elastic small deformation problem with a pre-existing fracture using the lower-dimensional interface element (LIE) approach.
-See the TODO: {asset:839:link}-PDF for detailed problem description.
+See the [LIE_small_deformation.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/LIE_small_deformation.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md b/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md
index abb5729af12..c6205492448 100644
--- a/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md
+++ b/web/content/docs/benchmarks/small-deformations/mechanics-linear-disc-with-hole.md
@@ -17,7 +17,7 @@ weight = 111
We solve a linear elastic small deformation problem on a quarter of a plate with hole put under tension on the top boundary.
-See the TODO: {asset:797:link}-PDF for detailed problem description.
+See the [Circular_hole.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/Circular_hole.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md b/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md
index 2948da71089..bba92079b70 100644
--- a/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md
+++ b/web/content/docs/benchmarks/small-deformations/mechanics-lubby2-shear-traction.md
@@ -17,7 +17,7 @@ weight = 112
We solve a non-linear small deformation problem on a cube with shear traction on the top boundary face. The 3D problem is setup identical to the corresponding 2D problem.
-See the TODO: {asset:795:link}-PDF for detailed problem description.
+See the [lubby2.pdf](https://docs.opengeosys.org/assets/files/Documentation/Selected-Benchmarks/lubby2.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md b/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md
index 55d057f5bbb..632d04dc0f7 100644
--- a/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md
+++ b/web/content/docs/benchmarks/small-deformations/mechanics-plasticity-single-surface.md
@@ -18,7 +18,7 @@ title = "Ehlers; Single-surface yield function"
We use a seven-parametric yield function for geomaterials to describe the plastic response. The traixial compression test is setup.
-See the TODO: {asset:894:link}-PDF for detailed problem description.
+See the [Plasticity.pdf](https://docs.opengeosys.org/assets/files/Plasticity.pdf) for detailed problem description.
## Results and evaluation
diff --git a/web/content/docs/benchmarks/two-phase-flow/momas.md b/web/content/docs/benchmarks/two-phase-flow/momas.md
index 1c6937932e5..2d4a2392ec3 100644
--- a/web/content/docs/benchmarks/two-phase-flow/momas.md
+++ b/web/content/docs/benchmarks/two-phase-flow/momas.md
@@ -19,4 +19,4 @@ This benchmark is dedicated to simulate the two-phase two-component flow in poro
## Results and evaluation
-TODO: `assets/files/SelectedBenchmarks/Twophase/MoMaS.pdf`
+See [MoMaS.pdf](https://docs.opengeosys.org/assets/files/SelectedBenchmarks/Twophase/MoMaS.pdf)
--
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