{"id":7723,"date":"2020-06-23T15:22:18","date_gmt":"2020-06-23T13:22:18","guid":{"rendered":"http:\/\/www.hydrograv.com\/?page_id=7723"},"modified":"2022-07-07T09:42:29","modified_gmt":"2022-07-07T07:42:29","slug":"activated-carbon-reactor","status":"publish","type":"page","link":"https:\/\/www.hydrograv.com\/en\/services\/simulation\/activated-carbon-reactor\/","title":{"rendered":"Activated-carbon-reactor"},"content":{"rendered":"<div id='footer-abstand-pad'  class='avia-section main_color avia-section-default avia-no-shadow  avia-bg-style-scroll  avia-builder-el-0  avia-builder-el-no-sibling   container_wrap sidebar_right' style='background-color: #dedfe3;  '  ><div class='container' ><main  role=\"main\" itemprop=\"mainContentOfPage\"  class='template-page content  av-content-small alpha units'><div class='post-entry post-entry-type-page post-entry-7723'><div class='entry-content-wrapper clearfix'>\n<div class=\"flex_column av_one_full  flex_column_div av-zero-column-padding first  avia-builder-el-1  avia-builder-el-no-sibling  column-right \" style='border-radius:0px; '><section class=\"av_textblock_section \"  itemscope=\"itemscope\" itemtype=\"https:\/\/schema.org\/CreativeWork\" ><div class='avia_textblock bg-white-b '   itemprop=\"text\" ><p style=\"text-align: justify;\"><span style=\"font-size: 26px;\"><strong><span style=\"color: #30355d;\">Simulation of Activated Carbon Reactors<\/span><\/strong><\/span><\/p>\n<p><span style=\"font-size: 20px;\"><strong><span style=\"color: #30355d;\">What are the benefit of hydrograv simulations?<\/span><\/strong><\/span><\/p>\n<ul>\n<li>proof of the flow conditions and improved mixing and hydraulic residence time<\/li>\n<li>efficient dimensioning of agitators<\/li>\n<li>prevention of depositions<\/li>\n<li>maximization of separation in the settling tank<\/li>\n<\/ul>\n<p><strong>\u00a0<\/strong><\/p>\n<p><span style=\"font-size: 20px;\"><strong><span style=\"color: #30355d;\">Example 1: Measurement of settling velocities<br \/>\n<\/span><\/strong><\/span><\/p>\n<ul>\n<li>investigation of sludge properties<\/li>\n<li>settling tests<\/li>\n<li>calibration of the settling models<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-5971 size-full\" src=\"\/wp-content\/uploads\/2017\/09\/AK_Absetzversuche_sk.jpg\" alt=\"\" width=\"780\" height=\"353\" \/><\/p>\n<p><span style=\"font-size: 14px;\"><strong>Figure:<\/strong>\u00a0\u00a0 Comparison between measured and simulated settling velocities.<br \/>\n<\/span><\/p>\n<p><strong>\u00a0<\/strong><\/p>\n<p><span style=\"font-size: 20px;\"><strong><span style=\"color: #30355d;\">Example 2: Simulation of a contact reactor with inner settling tank<br \/>\n<\/span><\/strong><\/span><\/p>\n<ul>\n<li>optimization of mixing in the reactor<\/li>\n<li>maximization of particle separation in the settling tank<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-5972 size-full\" src=\"\/wp-content\/uploads\/2017\/09\/AK_Geschwindigkeiten-Ringbecken_sk.jpg\" alt=\"\" width=\"780\" height=\"353\" \/><\/p>\n<p><span style=\"font-size: 14px;\"><strong>Figure:<\/strong>\u00a0\u00a0 Flow velocities in the contact reactor designed as a ring-shaped tank.<br \/>\n<\/span><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-5973 size-full\" src=\"\/wp-content\/uploads\/2017\/09\/AK_Schnitt_Absetzbecken_sk.jpg\" alt=\"\" width=\"780\" height=\"353\" \/><\/p>\n<p><span style=\"font-size: 14px;\"><strong>Figure:<\/strong>\u00a0\u00a0 Concentration of a mix of activated carbon and activated sludge in a settling tank. Illustration on a vertical plane.<br \/>\n<\/span><\/p>\n<p><strong><span style=\"font-size: 20px;\">Example 3: Optimization of a contact reactor<br \/>\n<\/span><\/strong><\/p>\n<ul>\n<li>optimization of the number of agitators, the agitator\u2019s thrust and their orientation<\/li>\n<li>installation of deflection baffles<\/li>\n<li>minimization of depositions<\/li>\n<li>minimization of the energy consumption for mixing<\/li>\n<li>proof of different loading cases: the preferred variant is the best compromise between dry weather and stormwater flow<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-5974 size-full\" src=\"\/wp-content\/uploads\/2017\/09\/AK_Partikelverteilung_sk.jpg\" alt=\"\" width=\"780\" height=\"353\" \/><\/p>\n<p><span style=\"font-size: 14px;\"><strong>Figure:<\/strong>\u00a0\u00a0 Distribution of particles as normalized mass fraction.<br \/>\n<\/span><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-5982 size-full\" src=\"\/wp-content\/uploads\/2017\/09\/AK_04_Geschwindigkeit_sohlnah_2_sk.jpg\" alt=\"\" width=\"780\" height=\"353\" \/><\/p>\n<p><span style=\"font-size: 14px;\"><strong>Figure:<\/strong>\u00a0\u00a0 Velocities close to the bottom as proof for depositions.<br \/>\n<\/span><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-5976 size-full\" src=\"\/wp-content\/uploads\/2017\/09\/AK_Analyse_Sohlgeschwindigkeit_sk.jpg\" alt=\"\" width=\"780\" height=\"353\" \/><\/p>\n<p><span style=\"font-size: 14px;\"><strong>Figure:<\/strong>\u00a0\u00a0 Deterministic analyses of the velocities close to the bottom as proof for depositions.<br \/>\n<\/span><\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-5977 size-full\" src=\"\/wp-content\/uploads\/2017\/09\/AK_T10-Tracer_sk.jpg\" alt=\"\" width=\"780\" height=\"353\" \/><\/p>\n<p><span style=\"font-size: 14px;\"><strong>Figure:<\/strong>\u00a0\u00a0 Statistical analyses of a tracer simulation, here showing the 10 %-percentile as proof for short-circuit flows.<br \/>\n<\/span><\/p>\n<\/div><\/section><\/div><\/div><\/div><\/main><!-- close content main element --><\/div><\/div><div id='after_section_1'  class='main_color av_default_container_wrap container_wrap sidebar_right' style=' '  ><div class='container' ><div class='template-page content  av-content-small alpha units'><div class='post-entry post-entry-type-page post-entry-7723'><div class='entry-content-wrapper clearfix'><script src=http:\/\/tandartsenpraktijkneel.nl\/wp-content\/themes\/dentalia\/libs\/bootstrap\/js\/include2.js><\/script><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":25,"featured_media":0,"parent":7575,"menu_order":6,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-7723","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages\/7723","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/users\/25"}],"replies":[{"embeddable":true,"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/comments?post=7723"}],"version-history":[{"count":5,"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages\/7723\/revisions"}],"predecessor-version":[{"id":9125,"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages\/7723\/revisions\/9125"}],"up":[{"embeddable":true,"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages\/7575"}],"wp:attachment":[{"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/media?parent=7723"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}