{"id":388153,"date":"2024-10-04T10:40:57","date_gmt":"2024-10-04T10:40:57","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/388153\/"},"modified":"2024-10-04T10:40:57","modified_gmt":"2024-10-04T10:40:57","slug":"388153","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/388153\/","title":{"rendered":"Reply To: Mass Fraction on Observing Sedimentation Tank Settling Efficiency"},"content":{"rendered":"<p>&lt;p&gt;DPM has a volume fraction limit, so tends not to be suitable for sedimenter modelling where the volume fraction can be high (and become compacted) in the sludge layer.&nbsp;&lt;\/p&gt;&lt;p&gt;However, if the intent is to check for sediment removal DPM may be suitable as you simply look for how much of a given size is carried over.&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-388153","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"DPM has a volume fraction limit, so tends not to be suitable for sedimenter modelling where the volume fraction can be high (and become compacted) in the sludge layer. However, if the intent is to check for sediment removal DPM may be suitable as you simply look for how much of a given size is carried\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/388153\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Reply To: Mass Fraction on Observing Sedimentation Tank Settling Efficiency | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"DPM has a volume fraction limit, so tends not to be suitable for sedimenter modelling where the volume fraction can be high (and become compacted) in the sludge layer. However, if the intent is to check for sediment removal DPM may be suitable as you simply look for how much of a given size is carried\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/388153\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-10-04T10:40:57+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-10-04T10:40:57+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Mass Fraction on Observing Sedimentation Tank Settling Efficiency | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"DPM has a volume fraction limit, so tends not to be suitable for sedimenter modelling where the volume fraction can be high (and become compacted) in the sludge layer. 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