{"id":393336,"date":"2024-11-08T14:43:20","date_gmt":"2024-11-08T14:43:20","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/393336\/"},"modified":"2024-11-08T14:44:03","modified_gmt":"2024-11-08T14:44:03","slug":"393336","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/393336\/","title":{"rendered":"Reply To: Aqwa &#8211; Field points definition"},"content":{"rendered":"<p>&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;If you need the frequency domain wave elevations at specified points on the mean water surface after running the Hydrodynamic Diffraction analysis, it would be better to run a post processor, i.e. AqwaFlow (see <a href=\"https:\/\/ansyshelp.ansys.com\/public\/account\/secured?returnurl=\/Views\/Secured\/corp\/v242\/en\/aqwa_flow\/aqwa_flow.html\" rel=\"nofollow external noopener\">AqwaFlow Manual<\/a>).&nbsp;&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-393336","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/393336","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":1,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/393336\/revisions"}],"predecessor-version":[{"id":393337,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/393336\/revisions\/393337"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=393336"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}