Merge pull request #13 from Pedrohrw/pom-awvv-tests

Pom awvv tests

2d/caissonBreakwater/sliding/README.rst

@@ -1,18 +1,16 @@
 Sliding caisson breakwater
 ==========================
-
-Here is a modelling of the dynamic response of a vertically composite caisson
-breakwater subject to breaking wave loads that are able to permanently displace it from its resting position.
-The test case aims to assess the ability of Proteus to model motion response of the superstructure to wave
-loadings. Sliding and overturning of the caisson superstructure were modelled and its dynamic response
-compared with experimental data from Wang et al. (2006).
+This test problem comprises the modelling of a vertically composite caisson breakwater and the assessment of 
+its dynamic response when subject to breaking wave loads. These may cause permanent displacements of the 
+superstructure from its resting position. Sliding and overturning of the caisson superstructure were modelled 
+and its dynamic response compared with experimental data from Wang et al. (2006).
 
 A numerical tank was set-up, housing a vertically composite caisson breakwater (see Figure),
 having the following dimensions and properties:
 
 * Caisson length equal to 0.300 m, height equal to 0.385 m, width equal to 0.400 m and mass equal to 64.8 kg.
 * Rubble mound length equal to 0.785 m, height equal to 0.175 m, seaward and shoreward slopes equal to
-1/3 and 1/2, respectively, n=0.4 , d50=0.050m and d15=d50/1.2;
+1/3 and 1/2, respectively, porosity=0.4 , d50=0.050m and d15=d50/1.2;
 
 In order to run 2D simulations, all the physical parameters and variables were normalised per unit length.
 

2d/oscillating_cylinder_new/README.rst

@@ -9,7 +9,7 @@ challenging problem to address with computacional and physical modelling due to
 involved in coupling highly turbulent flows with the pipeline motion. The experimental data used are whose found 
 in Fu et al., (2014)
 
-According this experimental configuration, a cylinder with diameter D=0.25 was placed in a 196 m long, 10m wide 
+According with this experimental configuration, a cylinder with diameter D=0.25 was placed in a 196 m long, 10m wide 
 and 4.2m deep towing tank. In the laboratory tests a 2.5m long, 2.4m wide and 0.003m thick steel plate was placed
 near the bottom of the flume. The plate could be adjusted to different levels in order to mimic different gap 
 heights from the seabed. The cylinder and the plate were towed with a speed of 0.8m/s and a mechanical vertical

2d/oscillating_cylinder_new/dissipation_p.py

@@ -19,7 +19,7 @@
     kappa_model = 5
 #
 dissipation_model_flag = 1
-if useRANS == 2:
+if useRANS >= 2:
     dissipation_model_flag=2
 coefficients = Dissipation.Coefficients(V_model=0+int(ct.movingDomain),
                                         ME_model=ME_model+int(ct.movingDomain),

2d/oscillating_cylinder_new/kappa_p.py

@@ -19,7 +19,7 @@
     dissipation_model = 6
 #
 dissipation_model_flag = 1
-if ct.useRANS == 2:
+if ct.useRANS >= 2:
     dissipation_model_flag=2
 
 coefficients = Kappa.Coefficients(V_model=0+int(ct.movingDomain),