Difference between revisions of "Groundwater Modelling Advice Draft"

From Tuflow
Jump to navigation Jump to search
(Created page with "<span style="color:#FF0000"> <font size = 18>Page Under Construction</font> </span> = Common Questions Answered (FAQ) = == What is the recommended method for representing a ra...")
 
Line 5: Line 5:
 
== What is the recommended method for representing a railway ballast area in TUFLOW? ==
 
== What is the recommended method for representing a railway ballast area in TUFLOW? ==
 
A railway ballast area in TUFLOW can be represented as a soil layer (specific soil ID) with high infiltration, suitable porosity, and high hydraulic conductivity in both horizontal and vertical directions.
 
A railway ballast area in TUFLOW can be represented as a soil layer (specific soil ID) with high infiltration, suitable porosity, and high hydraulic conductivity in both horizontal and vertical directions.
 +
 
A global soil thickness value can define the depth of this layer relative to the surface elevation. Similarly, a global soil base elevation value beneath the railway ballast area can set the absolute elevation of its bottom. Both parameters can also be varied spatially with GIS and/or grid layers.
 
A global soil thickness value can define the depth of this layer relative to the surface elevation. Similarly, a global soil base elevation value beneath the railway ballast area can set the absolute elevation of its bottom. Both parameters can also be varied spatially with GIS and/or grid layers.

Revision as of 13:22, 21 February 2025

Page Under Construction

Common Questions Answered (FAQ)

What is the recommended method for representing a railway ballast area in TUFLOW?

A railway ballast area in TUFLOW can be represented as a soil layer (specific soil ID) with high infiltration, suitable porosity, and high hydraulic conductivity in both horizontal and vertical directions.

A global soil thickness value can define the depth of this layer relative to the surface elevation. Similarly, a global soil base elevation value beneath the railway ballast area can set the absolute elevation of its bottom. Both parameters can also be varied spatially with GIS and/or grid layers.