{"id":5321,"date":"2021-09-14T11:29:03","date_gmt":"2021-09-14T09:29:03","guid":{"rendered":"https:\/\/bwproducts.nl\/?p=5321"},"modified":"2021-10-06T10:02:15","modified_gmt":"2021-10-06T08:02:15","slug":"continuous-filtration-to-treat-surface-water-turbidity-colour-removal-flocculant","status":"publish","type":"post","link":"https:\/\/brightwork.nl\/nl\/news\/continuous-filtration-to-treat-surface-water-turbidity-colour-removal-flocculant\/","title":{"rendered":"Is directe continue filtratie de oplossing om oppervlaktewater te behandelen?"},"content":{"rendered":"
\t\t\t

Is directe continue filtratie de oplossing om oppervlaktewater te behandelen?<\/h1>\n

 <\/p>\n

Het eerlijke antwoord is: geen<\/strong>niet altijd, maar soms wel! Als het geschikt is, is het een wonderbaarlijk eenvoudige procesopzet: na de voedingszeven past u een continue zandfilter toe met inline voedingsdosering van coagulanten. Het filter fungeert als flocculator en vlokafscheider, wat resulteert in een stabiel filtraat van hoge kwaliteit.<\/p>\n

 <\/p>\n

Maar hoe weten we wanneer dit haalbaar is? <\/em><\/strong>W<\/em>Ik heb geprobeerd je een beetje op weg te helpen. <\/em>
\n <\/p>\n

Voor de behandeling van oppervlaktewater is de belasting van het filter met vaste stoffen gebaseerd op de variabele kwaliteit van het toegevoerde water, aangezien de kwaliteit van het rivierwater aanzienlijk kan vari\u00ebren met betrekking tot troebelheid, kleur en zwevende vaste stoffen. De continue filtratie kan grote hoeveelheden vaste stoffen verwerken en kan daarom als \u00e9\u00e9n processtap worden gebruikt, waardoor voorbehandeling door bezinking of opgeloste-lucht-flotatie niet nodig is. Voor een effici\u00ebnte verwijdering van collo\u00efdale stoffen wordt gewoonlijk een inline-dosering van vlokmiddelen gepland.<\/p>\n

 
\nDit is echter niet altijd van toepassing, dus u moet voorzichtig zijn. Wij hebben een processelectiediagram opgesteld, gerelateerd aan de troebelheid van de toevoer en het organisch materiaal van de toevoer (uitgedrukt in chlorofyl-a). U kunt zien dat er een bepaalde \"sweet spot\" is voor verbeterde directe continue filtratie. Als de kwaliteit van uw toevoeroppervlaktewater binnen dit werkingsgebied valt, kunt u dit proces overwegen. Het resultaat is een zeer eenvoudig, betrouwbaar en robuust zuiveringsproces, met een kleine (koolstof)voetafdruk.<\/p>\n<\/div>\n\t\t<\/div><\/div><\/div>

Keuzediagram oppervlaktewaterproces<\/h3>\"\"<\/div><\/div><\/div>
\t\t\t

De tabel rechten illustreert typische resultaten van een oppervlaktewaterbehandelingssysteem, gebaseerd op directe continue filtratie. De installatie heeft een ontwerpcapaciteit van 160 m3<\/sup>\/uur; een flocculant wordt in-line gedoseerd, met gebruikmaking van aluin. Typische doseringen liggen in het bereik van 2-6 mg\/l Al. Samen met onze Sand-Cycle monitoring and control<\/strong><\/a> technologie zijn we in staat om consequent aan de filtraatcriteria te voldoen.<\/p>\n

 <\/p>\n<\/div>\n\t\t<\/div>

\t\t\t

Als u ge\u00efnteresseerd bent in dit onderwerp en er meer over wilt weten, neem dan contact met ons op!<\/strong><\/a><\/p>\n<\/div>\n\t\t<\/div><\/div>

Tabel: Installatie voor de behandeling van oppervlaktewater met directe continue filtratie - Gegevens over de waterkwaliteit<\/h3>\t\t\t
\n\n\n\n\n\n\n\n\n\n
Parameter<\/strong><\/td>\nRuw water<\/strong><\/td>\nFiltraat<\/strong><\/td>\nCriteria<\/strong><\/td>\n<\/tr>\n
Troebelheid (NTU)<\/td>\n20-25<\/td>\n0.1-0.2<\/td>\n< 0.5<\/td>\n<\/tr>\n
TSS (mg\/l)<\/td>\n1-50<\/td>\n0,5<\/td>\n<1<\/td>\n<\/tr>\n
Temperatuur (o<\/sup>C)<\/td>\n1-25<\/td>\n <\/td>\n <\/td>\n<\/tr>\n
Transmissie (%)<\/td>\n30-50<\/td>\n> 96<\/td>\n <\/td>\n<\/tr>\n
Fe (mg\/l)<\/td>\n <\/td>\n <\/td>\n< 0.05<\/td>\n<\/tr>\n
Al (mg\/l)<\/td>\n0.05-0.60<\/td>\n< 0.1<\/td>\n< 0.1<\/td>\n<\/tr>\n
Mn (mg\/l)<\/td>\n <\/td>\n <\/td>\n< 0.05<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n\t\t<\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"

Is directe continue filtratie de oplossing om oppervlaktewater te behandelen? Het directe antwoord is: nee, niet altijd, maar soms wel! Als het geschikt is, is het een wonderbaarlijk eenvoudige procesopzet: na voedingszeven breng je een continu zandfilter aan met inline voedingsdosering van coagulanten. Het filter fungeert als flocculator en vlokafscheider, wat resulteert in een stabiel filtraat van hoge kwaliteit. Maar hoe weten we wanneer dit haalbaar is? We hebben geprobeerd u enige aanwijzingen te geven. Voor de behandeling van oppervlaktewater is de belasting van het filter met vaste stoffen gebaseerd op variabele toevoer ... Lees meer<\/a><\/p>","protected":false},"author":2,"featured_media":4668,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_eb_attr":"","footnotes":""},"categories":[3],"tags":[],"class_list":["post-5321","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-news"],"yoast_head":"\nIs direct continuous filtration th\u00e9 solution to treat surface water? - Brightwork BV<\/title>\n<meta name=\"description\" content=\"For surface water treatment the solids loading to the filter is based upon variable feed water quality, as the river water quality may vary considerably with respect to turbidity, colour and suspended solids.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/brightwork.nl\/nl\/news\/continuous-filtration-to-treat-surface-water-turbidity-colour-removal-flocculant\/\" \/>\n<meta property=\"og:locale\" content=\"nl_NL\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Is direct continuous filtration th\u00e9 solution to treat surface water? 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