From 08309a9cc00a6bad7c3e0619a0f14dafe3ecb272 Mon Sep 17 00:00:00 2001
From: Wenqing Wang <wenqing.wang@ufz.de>
Date: Mon, 15 Jan 2018 10:45:20 +0100
Subject: [PATCH] [web] Modified the description of the new example
---
.../hydro-mechanics/InjectionProduction.md | 27 ++++++++++---------
1 file changed, 15 insertions(+), 12 deletions(-)
diff --git a/web/content/docs/benchmarks/hydro-mechanics/InjectionProduction.md b/web/content/docs/benchmarks/hydro-mechanics/InjectionProduction.md
index 89ff1c98ffc..48938b9205a 100644
--- a/web/content/docs/benchmarks/hydro-mechanics/InjectionProduction.md
+++ b/web/content/docs/benchmarks/hydro-mechanics/InjectionProduction.md
@@ -18,17 +18,20 @@ author = "Wenqing Wang"
{{< img src="../InjectionProduction.png" >}}
-This benchmark is based on an example about injection and
-production well that is present by Kim et al. \cite kimTchJua2011, and it is used to verified the monolithic scheme
+Based on an example about injection and
+production well that is present by Kim et al. \cite kimTchJua2011, this benchmark
+ is used to verified the staggered scheme
that is implemented in ogs 6 for modelling the coupled hydraulic
-mechanical (HM) processes in the porous media. The deformation is
-assumed as plane strain, and the problem is defined in a 10 x 150 m <span class="math inline"><em></em><sup>2</sup></span>
-domain (as shown in the figure). Initially, the pore pressure and the
+mechanical (HM) processes in the porous media. The problem of the example is defined
+ in a 10 x 150 m
+ <span class="math inline"><em></em><sup>2</sup></span>
+domain (as shown in the figure). The deformation is solved under the plane strain
+ assumption. Initially, the pore pressure and the
initial stress are set to zero, respectively. All boundaries are
assigned with no fluid flux for the hydraulic process. On the lateral
-and the bottom boundaries, no vertical displacement is prescribed. On
-the top surface, vertical traction boundary condition of 2.125 MP is
-applied. The gravity is neglected in both of the Darcy velocity and the
+and the bottom boundaries, no normal displacement is prescribed. On
+the top surface, a vertical traction boundary condition of 2.125 MP is
+applied. The gravity related term is neglected in both of the Darcy velocity and the
momentum balance equation.
The material properties are shown in the following table.
@@ -82,12 +85,12 @@ The material properties are shown in the following table.
</tbody>
</table>
-The time duration is 8.64 8.64 <span class="math inline">â‹…10<sup>6</sup></span> s, and the time step size is
-8.64 <span class="math inline">â‹…10<sup>4</sup></span> s. The example is also solved by the monolithic
-scheme for a reference solutions. The displacement solution at the last
+The time duration is 8.64 8.64 <span class="math inline">â‹…10<sup>6</sup></span> s,
+and the time step size is 8.64 <span class="math inline">â‹…10<sup>4</sup></span> s.
+ For the verification, the example is also solved by the monolithic
+scheme. The displacement solution at the last
time step is shown in the enclosed figure too.
-
## References
{{< bib id="kimTchJua2011" >}}
--
GitLab