Changeset 9629

Timestamp:

Feb 6, 2015, 12:05:38 PM (9 years ago)

Author:

davies

Message:

Comments

Location:

trunk

Files:

• anuga_core/anuga/structures/internal_boundary_operator.py (modified) (2 diffs)
• anuga_work/development/gareth/tests/ras_bridge/channel_floodplain1.py (modified) (1 diff)

trunk/anuga_core/anuga/structures/internal_boundary_operator.py

@@ -10 +10 @@
 
 class Internal_boundary_operator(anuga.Structure_operator):
-    """Use internal boundary curves to set the discharge through the structure,
-       based on the upstream/downstream water elevations
-
+    """
        The internal_boundary_function must accept 2 input arguments (hw, tw). It 
        returns Q:
@@ -23 +21 @@
            # Compute Q here from headwater hw and tailwater hw
            return(Q)
+
        smoothing_timescale>0. can be used to make Q vary more slowly
 

trunk/anuga_work/development/gareth/tests/ras_bridge/channel_floodplain1.py

@@ -150 +150 @@
 domain.set_quantity('stage', stagetopo) # Use function for stage
 
-domain.riverwallData.create_riverwalls(breakLines, 
-    default_riverwallPar = {'Qfactor': 0.65}, # Weir coefficient of 1.1 (0.65*default_value) 
-    output_dir='riverwall_text')
+#domain.riverwallData.create_riverwalls(breakLines, 
+#    default_riverwallPar = {'Qfactor': 0.65}, # Weir coefficient of 1.1 (0.65*default_value) 
+#    output_dir='riverwall_text')
 
 # Define inlet operator