Helen Judd 0 Report post Posted October 2, 2020 Hi I have a model of a breach of the defences in a tidal estuary. We have set up a 2d_vshp to lower a section of the defences just prior to the tidal peak and then repair them in 18hours. Normally, I would snap a 2d_bc with the tidal levels in along the defences but this does not seem to work in this case. I’ve found tuflow has a problem when the 2d_bc and 2d_vshp are being applied to the same cells. I’ve got around it by setting back the 2d_bc into the estuary. Is this a know problem? I would prefer snapping the 2d_bc to the defences to avoid instabilities in the estuary. Thanks Helen Quote Share this post Link to post Share on other sites
Pavlina Monhartova 0 Report post Posted October 5, 2020 Hi Helen, Can you please send .tlf to support@tuflow.com so we have a bit more information about your model? Thank you. Kind regards, Pavlina Quote Share this post Link to post Share on other sites
