{"id":394230,"date":"2024-11-19T10:08:49","date_gmt":"2024-11-19T10:08:49","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/394230\/"},"modified":"2024-11-19T10:08:49","modified_gmt":"2024-11-19T10:08:49","slug":"394230","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/394230\/","title":{"rendered":"Reply To: Breaking water waves in Fluent"},"content":{"rendered":"<p>&lt;p&gt;Yes, but if that exceeds the parameters of the wave models you may need to write your own boundary condition UDF. Also note when a wave breaks you also need to resolve spray etc so that&#8217;s potentially a very expensive calculation with VOF.&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-394230","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/394230","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/394230\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=394230"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}