RudyFrom3
RudyFrom3
I note that the method used in the Open Source Itzi Code uses what is described in https://thesiscommons.org/38w4t/ under section 3.1.1.5
So the aim is to allow flow to pass through solid objects such as Buildings ? Can this be done using a Porous River Wall ?
What can I do to assist ..... The discussion needs to include the benefit of depth varying roughness approaches, and the ability of ANUGA to implement it
It looks like the Pyswmm guys have moved this ahead quite a bit... however the final portions to get the merged build has as yet not occurred... But it is...
As far as i know, there is/was a move to try and crowd fund the additional coding required to finalise its implementation. In the mean time I am looking for...
Here are reference papers to the method initially described by Hare... (Full Thesis is 10Mb..) But I would think that coding it would not be particularly difficult? However does require...
When linking to a 2D code like ANUGA the swmm time step will be considerably larger than the ANUGA time step so potentially it may not be such a burden,...
Yes ANUGA uses adaptive time step as it captures shocks so usually sub second. SWMM will use much larger time steps. The idea is is that ANUGA will pass Depth...
The new code I imagine will be an inlet routine for a node (or more accurately possibly a {small} storage) to transform depth over pit to flow into pit. Adjusted...
This topic is obviously complex and inter-related to several topics when discussing links to a 2D surface model. However i feel there is real benefits in being able to dynamically...