{"id":20190,"date":"2026-05-25T10:55:52","date_gmt":"2026-05-25T10:55:52","guid":{"rendered":"https:\/\/jhuesa.com\/depuracion-de-aguas-residuales-industriales"},"modified":"2026-07-30T11:32:11","modified_gmt":"2026-07-30T11:32:11","slug":"industrial-wastewater-treatment","status":"publish","type":"post","link":"https:\/\/jhuesa.com\/en\/industrial-wastewater-treatment","title":{"rendered":"Industrial wastewater treatment: tailor-made solutions for every industry"},"content":{"rendered":"<p>In industrial wastewater treatment, no two effluents are alike. Water composition varies depending on the industry, the production process and, even within the same facility, the production line operating on a given day. That is why at <span style=\"color: #0971ce;\"><strong>J. Huesa<\/strong><\/span> we always start with a preliminary assessment: raw water characterization, production process analysis and review of discharge or reuse targets before proposing any treatment technology.<\/p>\n<p>This working methodology has led us to deliver highly diverse turnkey projects \u2014 ranging from an<a href=\"https:\/\/jhuesa.com\/en\/waste-water-treatment-from-the-production-of-omega-3\"> Omega-3 multinational company in Galicia<\/a> to an <a href=\"https:\/\/jhuesa.com\/en\/wastewater-treatment-project-in-an-industrial-laundry\">industrial laundry network operating across Spain, Portugal and Andorra<\/a> \u2014 applying the same engineering approach while designing plants that are fundamentally different from one another.<\/p>\n<div id=\"ez-toc-container\" class=\"ez-toc-v2_0_82_2 counter-hierarchy ez-toc-counter ez-toc-custom ez-toc-container-direction\">\n<div class=\"ez-toc-title-container\">\n<p class=\"ez-toc-title\" style=\"cursor:inherit\">Resumen de Contenidos<\/p>\n<span class=\"ez-toc-title-toggle\"><a href=\"#\" class=\"ez-toc-pull-right ez-toc-btn ez-toc-btn-xs ez-toc-btn-default ez-toc-toggle\" aria-label=\"Toggle Table of Content\"><span class=\"ez-toc-js-icon-con\"><span class=\"\"><span class=\"eztoc-hide\" style=\"display:none;\">Toggle<\/span><span class=\"ez-toc-icon-toggle-span\"><svg style=\"fill: #999;color:#999\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" class=\"list-377408\" width=\"20px\" height=\"20px\" viewBox=\"0 0 24 24\" fill=\"none\"><path d=\"M6 6H4v2h2V6zm14 0H8v2h12V6zM4 11h2v2H4v-2zm16 0H8v2h12v-2zM4 16h2v2H4v-2zm16 0H8v2h12v-2z\" fill=\"currentColor\"><\/path><\/svg><svg style=\"fill: #999;color:#999\" class=\"arrow-unsorted-368013\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" width=\"10px\" height=\"10px\" viewBox=\"0 0 24 24\" version=\"1.2\" baseProfile=\"tiny\"><path d=\"M18.2 9.3l-6.2-6.3-6.2 6.3c-.2.2-.3.4-.3.7s.1.5.3.7c.2.2.4.3.7.3h11c.3 0 .5-.1.7-.3.2-.2.3-.5.3-.7s-.1-.5-.3-.7zM5.8 14.7l6.2 6.3 6.2-6.3c.2-.2.3-.5.3-.7s-.1-.5-.3-.7c-.2-.2-.4-.3-.7-.3h-11c-.3 0-.5.1-.7.3-.2.2-.3.5-.3.7s.1.5.3.7z\"\/><\/svg><\/span><\/span><\/span><\/a><\/span><\/div>\n<nav><ul class='ez-toc-list ez-toc-list-level-1 ' ><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-1\" href=\"https:\/\/jhuesa.com\/en\/industrial-wastewater-treatment\/#The_laboratory_makes_the_decisions_before_engineering_does\" >The laboratory makes the decisions before engineering does<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-2\" href=\"https:\/\/jhuesa.com\/en\/industrial-wastewater-treatment\/#When_each_technology_comes_into_play\" >When each technology comes into play<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-3\" href=\"https:\/\/jhuesa.com\/en\/industrial-wastewater-treatment\/#Why_MBR_technology_is_repeatedly_selected\" >Why MBR technology is repeatedly selected<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-4\" href=\"https:\/\/jhuesa.com\/en\/industrial-wastewater-treatment\/#Water_reuse_not_only_discharge\" >Water reuse, not only discharge<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-5\" href=\"https:\/\/jhuesa.com\/en\/industrial-wastewater-treatment\/#What_we_deliver\" >What we deliver<\/a><\/li><\/ul><\/nav><\/div>\n<h2><span class=\"ez-toc-section\" id=\"The_laboratory_makes_the_decisions_before_engineering_does\"><\/span>The laboratory makes the decisions before engineering does<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>Almost every project starts with samples on the laboratory bench rather than with engineering drawings. In the <strong>Omega-3 client project<\/strong>, prior to sizing the plant, Jar-Test trials were carried out using synthetic blends of the three wastewater streams generated by the process, comparing two scenarios: with phosphorus and without phosphorus. These tests defined the dosing rates and chemicals required for the physico-chemical stage, as well as the final design parameters (sample averages plus a safety factor).<\/p>\n<div id=\"attachment_18275\" style=\"width: 261px\" class=\"wp-caption alignnone\"><img fetchpriority=\"high\" decoding=\"async\" aria-describedby=\"caption-attachment-18275\" class=\"wp-image-18275 size-full\" src=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2024\/12\/Vista-ensayos.png\" alt=\"\" width=\"251\" height=\"321\" srcset=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2024\/12\/Vista-ensayos.png 251w, https:\/\/jhuesa.com\/wp-content\/uploads\/2024\/12\/Vista-ensayos-235x300.png 235w\" sizes=\"(max-width: 251px) 100vw, 251px\" \/><p id=\"caption-attachment-18275\" class=\"wp-caption-text\">A view of one of the laboratory tests carried out<\/p><\/div>\n<p>In the<strong> industrial laundry project<\/strong>, the initial approach was different. A direct treatment process was first tested using ceramic ultrafiltration membranes preceded by coagulation. The process worked but generated approximately 10% reject flow with an organic load that significantly increased disposal costs. Consequently, the laboratory team changed the strategy and installed two pilot-scale MBR systems operating in parallel \u2014 one equipped with submerged membranes and the other with external tubular membranes \u2014 to compare their performance under real operating conditions over several weeks. The result: identical analytical quality in terms of COD, BOD5 and surfactants, but the submerged membranes required three cleaning cycles while the external tubular membranes required none. The decision became self-evident.<\/p>\n<div id=\"attachment_17056\" style=\"width: 622px\" class=\"wp-caption alignnone\"><img decoding=\"async\" aria-describedby=\"caption-attachment-17056\" class=\"wp-image-17056 size-full\" src=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/10\/MBR-membranas-sumergidas.jpg\" alt=\"membranas sumergidas\" width=\"612\" height=\"719\" srcset=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/10\/MBR-membranas-sumergidas.jpg 612w, https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/10\/MBR-membranas-sumergidas-255x300.jpg 255w\" sizes=\"(max-width: 612px) 100vw, 612px\" \/><p id=\"caption-attachment-17056\" class=\"wp-caption-text\">Submerged Membrane MBR Reactor<\/p><\/div>\n<p>In the <a href=\"https:\/\/jhuesa.com\/en\/wastewater-treatment-and-reuse-project-in-the-chemical-industry\"><strong>biotechnology industry project<\/strong><\/a>, pilot testing extended over several months and treated 12 different feed batches, precisely because the objective was to reuse water within the production process itself (zero liquid discharge policy). It was therefore essential to evaluate the MBR performance under variable feed conditions before implementing the reverse osmosis stage.<\/p>\n<h2><span class=\"ez-toc-section\" id=\"When_each_technology_comes_into_play\"><\/span>When each technology comes into play<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>Each solution is engineered through a specific combination of technologies \u2014 including pre-treatment, DAF flotation, biological treatment processes, polishing stages and sludge management \u2014 tailored to pollutant load, effluent variability and the destination of the treated water.<\/p>\n<p>For the <strong>Omega-3 client<\/strong>, we designed and installed an industrial WWTP with a total treatment capacity of 17.35 m\u00b3\/day (0.625 m\u00b3\/h process flow plus CIP contribution), including a 27 m\u00b3 pumping chamber acting as an equalization tank, phosphorus reduction chamber and thermal buffer, cooling down the wastewater arriving at elevated temperature from the process before entering the biological stage. This is followed by a DAF unit incorporating its three stages \u2014 coagulation, neutralization and flocculation \u2014 removing most suspended solids, oils and greases, there by reducing the load reaching the external tubular membrane MBR system. Downstream, the sludge treatment line includes a screw dehydrator and polyelectrolyte dosing system. The entire plant was sized to comply with the discharge limits established for public sewer discharge by the Official Gazette of the Province of A Coru\u00f1a.<\/p>\n<div id=\"attachment_18221\" style=\"width: 1010px\" class=\"wp-caption alignnone\"><img decoding=\"async\" aria-describedby=\"caption-attachment-18221\" class=\"wp-image-18221 size-full\" src=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2024\/11\/Vista-arqueta-de-homogenizacion-1.jpg\" alt=\"Arqueta de homogenizaci\u00f3n\" width=\"1000\" height=\"750\" srcset=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2024\/11\/Vista-arqueta-de-homogenizacion-1.jpg 1000w, https:\/\/jhuesa.com\/wp-content\/uploads\/2024\/11\/Vista-arqueta-de-homogenizacion-1-300x225.jpg 300w, https:\/\/jhuesa.com\/wp-content\/uploads\/2024\/11\/Vista-arqueta-de-homogenizacion-1-768x576.jpg 768w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><p id=\"caption-attachment-18221\" class=\"wp-caption-text\">View of the homogenisation chamber<\/p><\/div>\n<p>In the <strong>industrial laundry project<\/strong>, the process line is simpler: an equalization tank with pH correction through HCl dosing, a battery of ring filters with 0.200 mm mesh opening and automatic compressed-aircleaning, followed by a 182 m\u00b3 gross biological reactor built using prefabricated AISI 316 stainless steel panels. Average design flow rate: 150 m\u00b3\/day, with peak flow reaching 6.25 m\u00b3\/h. Once again, external tubular membranes were selected \u2014 not by default, but because pilot testing had demonstrated their superior performance.<\/p>\n<div id=\"attachment_17065\" style=\"width: 1010px\" class=\"wp-caption alignnone\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-17065\" class=\"wp-image-17065 size-full\" src=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/10\/Sistema-filtracion-de-anillas.jpg\" alt=\"sistema filtacion anillas\" width=\"1000\" height=\"748\" srcset=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/10\/Sistema-filtracion-de-anillas.jpg 1000w, https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/10\/Sistema-filtracion-de-anillas-300x224.jpg 300w, https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/10\/Sistema-filtracion-de-anillas-768x574.jpg 768w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><p id=\"caption-attachment-17065\" class=\"wp-caption-text\">Ring filtration system<\/p><\/div>\n<p>The <strong>chemical industry project<\/strong> incorporates an additional treatment stage: downstream of the MBR, a reverse osmosis polishing system enables the client to reuse the treated water within the industrial process. Prior to RO, the permeate passes through a GRP activated carbon filter, and the treated water is stored in a closed GRP tank from which the client draws process water. The plant was designed with the second RO pass pre-installed but not initially commissioned, allowing operational performance validation before utilizing the full installed capacity.<\/p>\n<div id=\"attachment_16997\" style=\"width: 1010px\" class=\"wp-caption alignnone\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-16997\" class=\"wp-image-16997 size-full\" src=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/09\/Osmosis-Inversa-jhues.jpg\" alt=\"osmosis inversa\" width=\"1000\" height=\"750\" srcset=\"https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/09\/Osmosis-Inversa-jhues.jpg 1000w, https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/09\/Osmosis-Inversa-jhues-300x225.jpg 300w, https:\/\/jhuesa.com\/wp-content\/uploads\/2023\/09\/Osmosis-Inversa-jhues-768x576.jpg 768w\" sizes=\"(max-width: 1000px) 100vw, 1000px\" \/><p id=\"caption-attachment-16997\" class=\"wp-caption-text\">View of the treatment plant<\/p><\/div>\n<h2><span class=\"ez-toc-section\" id=\"Why_MBR_technology_is_repeatedly_selected\"><\/span>Why MBR technology is repeatedly selected<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>MBR technology appears in all three projects \u2014 not because it is a trend, but because it delivers reliable performance. When dealing with biodegradable and variable effluents, the combination of biological treatment and membrane clarification produces a stable ultrafiltered effluent. In the laundry project, the treated water is discharged into a public watercourse, while in the chemical industry project it feeds directly into the reverse osmosis system without additional pre-treatment. Compared with submerged membranes, external tubular membranes consistently show lower fouling rates. The laundry pilot plant quantified this through the number of cleaning cycles required during the same operational period, and since then they have become our standard solution for variable-composition industrial effluents.<\/p>\n<h2><span class=\"ez-toc-section\" id=\"Water_reuse_not_only_discharge\"><\/span>Water reuse, not only discharge<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>When clients can consider closing the water loop, wastewater treatment ceases to be merely an operating cost and becomes an integral part of the production process. This is precisely what the biotechnology company achieved in the previous case: water that was once discharged is now reused within the process after MBR and reverse osmosis treatment, fully aligned with its zero liquid discharge policy. Not every client is in this situation \u2014 in many cases, the primary objective remains compliance with sewer discharge limits \u2014 but whenever water quality and flow conditions justify it, reverse osmosis downstream of MBR technology provides the most effective solution.<\/p>\n<h2><span class=\"ez-toc-section\" id=\"What_we_deliver\"><\/span>What we deliver<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>A J. Huesa turnkey project covers every stage, from laboratory testing and pilot trials to in-house manufacturing, installation, commissioning and after-sales technical support. Plants are delivered fully instrumented (automatic valves, pressure switches, flow meters, pH and conductivity probes, etc.) and, in the most recent projects, integrated with PLC systems through IO-Link communication. Electrical panels include touchscreen interfaces for plant operation and are designed for seamless integration into the client\u2019s SCADA system, including remote-control capabilities whenever required by plant operation. In broad terms, this is how we approach every project. Technologies may change. The methodology does not.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>In industrial wastewater treatment, no two effluents are alike. Water composition varies depending on the industry, the production process and, even within the same facility, the production line operating on&#8230;<\/p>\n","protected":false},"author":5,"featured_media":20192,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[32],"tags":[535,531,222,546],"class_list":{"0":"post-20190","1":"post","2":"type-post","3":"status-publish","4":"format-standard","5":"has-post-thumbnail","7":"category-newss","8":"tag-depuracion-en","9":"tag-industria-quimica-fr-en","10":"tag-mbr-en","11":"tag-tratamiento-de-aguas-en"},"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v23.9 (Yoast SEO v28.1) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>Industrial wastewater treatment | J. 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