{"id":7701,"date":"2020-06-23T15:05:38","date_gmt":"2020-06-23T13:05:38","guid":{"rendered":"http:\/\/www.hydrograv.com\/?page_id=7701"},"modified":"2024-10-24T16:47:33","modified_gmt":"2024-10-24T14:47:33","slug":"moers-gerdt","status":"publish","type":"page","link":"https:\/\/www.hydrograv.com\/en\/moers-gerdt\/","title":{"rendered":"Moers-Gerdt"},"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-7701'><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 class=\"presse-headline-upper\" style=\"color: #0eb0ee;\"><span class=\"presse-headline-upper\">HYDROGRAV ADAPT-CONSTRUCTIONS<\/span><br \/>\n<\/span><span style=\"font-size: 26px;\"><strong><span style=\"color: #30355d;\">Moers-Gerdt<\/span><\/strong><\/span><\/p>\n<p style=\"text-align: justify;\"><span style=\"color: #6482a0;\"><em>\u201eFor years we searched for a solution for our problems with the secondary settling tanks at the WWTP Moers-Gerdt. Until we installed the hydrograv Adapt inlet structures. Now the discharge is always clear.\u201c<\/em> \u2013 Guido Hammer, head of the wastewater treatment plant Moers-Gerdt, LINEG<br \/>\n<\/span><\/p>\n<p style=\"text-align: justify;\"><strong>With the height-variable inlet structure hydrograv Adapt sludge overflow and flock output from the clarification are consistently avoidable<\/strong>.<\/p>\n<p class=\"\" style=\"text-align: justify;\"><strong>\u00a0<\/strong><br \/>\n<img loading=\"lazy\" decoding=\"async\" class=\"bild-txt-pad-left alignnone wp-image-5120 size-full\" src=\"\/wp-content\/uploads\/2017\/04\/adapt-Blick-NKB-variante-2-sk.jpg\" alt=\"\" width=\"335\" height=\"223\" \/><img loading=\"lazy\" decoding=\"async\" class=\"bild-txt-pad-left alignnone wp-image-5119 size-full\" src=\"\/wp-content\/uploads\/2017\/04\/adapt-Blick-NKB-2-variante-2-sk.jpg\" alt=\"\" width=\"335\" height=\"223\" \/><span style=\"font-size: 14px;\"><strong>Picture<\/strong>: Look into two secondary settling tanks, on the left with the old fixed inlet structure and on the right with hydrograv Adapt inlet structure. Significantly fewer flocks in plain water!<\/span><\/p>\n<p style=\"text-align: justify;\"><strong>\u00a0\u00a0<\/strong><\/p>\n<p style=\"text-align: justify;\">Obviously, the clear discharge not only constitutes an optical advantage because the many reliably settled sludge flocks correspond to particulate COD and contain phosphor, that do not enter the environment that way.<\/p>\n<p style=\"text-align: justify;\">Phosphor enrichment in waters is a pressing environmental problem. This leads to eutrophication and oxygen deficiency. The focus of the discussion is on the minimization of the phosphor load of wastewater treatment plants. Thereby the experts always name the same measures for a reduction: precipitation, biological P elimination and technical filtration. And the secondary settling tanks? Are rarely mentioned in this discussion.<\/p>\n<p style=\"text-align: justify;\">However especially the clarifiers are crucial for the freight of particulate phosphor.<\/p>\n<p style=\"text-align: justify;\">With poorly designed inlet structures downstream sand and flock filters only cure the symptoms of inefficient secondary clarification with significant investment costs and immense energy requirements connected with the corresponding carbon dioxide emissions.<\/p>\n<p style=\"text-align: justify;\"><strong>With hydrograv Adapt the COD and phosphor discharge values \u200b\u200bare continuously and reliably minimized.<\/strong><\/p>\n<p style=\"text-align: justify;\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-4685\" src=\"\/wp-content\/uploads\/2017\/04\/Moers-Gerdt-Betriebsergebnisse-Pges.jpg\" alt=\"\" width=\"978\" height=\"630\" \/><span style=\"font-size: 14px;\"><strong>Picture<\/strong>: P<sub>tot<\/sub> discharge values of the wastewater treatment plant Moers-Gerdt, on the left still with the old fixed inlet structures and on the right with hydrograv Adapt inlet structures in the secondary settling tanks. Discharge-phosphor is reduced on average and in the tips. Thanks to hydrograv Adapt the total phosphor in the discharge of the wastewater treatment plant was lowered to P<sub>tot<\/sub> &lt; 0.5 mg\/l.<\/span><strong>\u00a0\u00a0<\/strong><\/p>\n<p style=\"text-align: justify;\"><em>\u201eAfter installing the hydrograv Adapt inlet structures at the WWTP Moers-Gerdt we could determine a reduction in freight P<sub>tot<\/sub> of almost 30% and with the CSB of 25%. Thus, we can offset the investment costs with the wastewater levy.\u201c<\/em> \u2013 Peter Birken, head of wastewater LINEG<\/p>\n<p style=\"text-align: justify;\"><img loading=\"lazy\" decoding=\"async\" class=\"bild-txt-pad-left alignnone wp-image-5078 size-full\" src=\"\/wp-content\/uploads\/2017\/04\/Moers-P08-131GE-Fertigbild_NKB3-2010sk-1.jpg\" alt=\"\" width=\"335\" height=\"223\" \/><img loading=\"lazy\" decoding=\"async\" class=\"bild-txt-pad-left alignnone wp-image-5128 size-full\" src=\"\/wp-content\/uploads\/2017\/04\/Moers-Gerdt-Umbau-Sichtfenster-P1120718-sk.jpg\" alt=\"\" width=\"335\" height=\"223\" \/><span style=\"font-size: 14px;\"><strong>Picture<\/strong>: hydrograv Adapt installation on the WWTP Moers-Gerdt. Successful solution for scrapers with underwater drive.<\/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-7701'><div class='entry-content-wrapper clearfix'>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":25,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-7701","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages\/7701","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=7701"}],"version-history":[{"count":5,"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages\/7701\/revisions"}],"predecessor-version":[{"id":8821,"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/pages\/7701\/revisions\/8821"}],"wp:attachment":[{"href":"https:\/\/www.hydrograv.com\/en\/wp-json\/wp\/v2\/media?parent=7701"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}