{"id":35848,"date":"2022-03-08T09:35:25","date_gmt":"2022-03-08T09:35:25","guid":{"rendered":"https:\/\/stage.ionexchangeglobal.com\/?page_id=35848"},"modified":"2023-09-07T18:20:34","modified_gmt":"2023-09-07T12:50:34","slug":"domande-frequenti","status":"publish","type":"page","link":"https:\/\/ionexchangeglobal.com\/int\/it\/domande-frequenti\/","title":{"rendered":"Domande frequenti"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"35848\" data-post-id=\"35848\" data-obj-id=\"35848\" class=\"elementor elementor-35848 dce-elementor-post-35848\">\n\t\t\t\t\t\t<div class=\"elementor-inner\">\n\t\t\t\t<div class=\"elementor-section-wrap\">\n\t\t\t\t\t\t\t\t\t<section class=\"has_ma_el_bg_slider elementor-section elementor-top-section elementor-element elementor-element-0db8500 elementor-section-boxed elementor-section-height-default elementor-section-height-default jltma-glass-effect-no\" data-id=\"0db8500\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t\t\t<div class=\"elementor-row\">\n\t\t\t\t\t<div class=\"has_ma_el_bg_slider elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-a2c6e47 jltma-glass-effect-no\" data-id=\"a2c6e47\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-column-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c07c00d jltma-glass-effect-no elementor-widget elementor-widget-text-editor\" data-id=\"c07c00d\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-text-editor elementor-clearfix\">\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"has_ma_el_bg_slider elementor-section elementor-top-section elementor-element elementor-element-84d1de6 elementor-section-boxed elementor-section-height-default elementor-section-height-default jltma-glass-effect-no\" data-id=\"84d1de6\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t\t\t<div class=\"elementor-row\">\n\t\t\t\t\t<div class=\"has_ma_el_bg_slider elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-8f9fc39 jltma-glass-effect-no\" data-id=\"8f9fc39\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-column-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-340c31f jltma-glass-effect-no elementor-widget elementor-widget-text-editor\" data-id=\"340c31f\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-text-editor elementor-clearfix\">\n\t\t\t\t<section class=\"faqs\"><h2>Acqua e acque reflue<\/h2><ol type=\"A\"><li><h3>Cos\u2019\u00e8 l\u2019inquinamento dell\u2019acqua?<\/h3><p>Con il termine inquinamento delle acque, in generale, si pu\u00f2 definire qualsiasi alterazione del<br \/>fisico,<br \/>propriet\u00e0 chimiche o biologiche dell&#8217;acqua derivante dallo scarico di liquami o rifiuti industriali o di qualsiasi liquido,<br \/>gassoso o<br \/>sostanze solide nell&#8217;acqua in quanto potrebbero o potrebbero creare disturbi o rendere tale acqua nociva o dannosa<br \/>A salute pubblica o per usi domestici, commerciali, industriali, agricoli o altri usi legittimi, o animale vita e salute.<\/p><\/li><\/ol><h3>Quali sono i principali inquinanti dell\u2019acqua?<\/h3><p>Il gran numero di inquinanti dell\u2019acqua pu\u00f2 essere ampiamente classificato nelle seguenti categorie:<\/p><ul type=\"A\"><li>Inquinanti inorganici<\/li><li>Inquinanti organici<\/li><li>Inquinanti termici<\/li><li>Inquinanti radioattivi<\/li><li>Sedimenti<\/li><li>Agenti infettivi<\/li><li>Nutrienti vegetali<\/li><\/ul><p>Inquinanti inorganici<\/p><p><br \/>Gli inquinanti chimici inorganici si trovano naturalmente nell&#8217;ambiente ma sono dovuti all&#8217;attivit\u00e0 umana<br \/>sviluppo<br \/>questi<br \/>inquinanti<br \/>Sono<br \/>spesso concentrati e rilasciati nell&#8217;ambiente. I principali inquinanti inorganici che destano preoccupazione sono<br \/>cadmio,<br \/>rame,<br \/>piombo, zinco, azoto, nitrati, nitriti, ammoniaca, fosforo e fosfato.<\/p><p>Fonti:<\/p><p>Gli effluenti industriali sono la principale fonte di inquinanti inorganici. Per esempio. anidride solforosa dall&#8217;energia elettrica<br \/>impianti,<br \/>Ammoniaca<br \/>dagli scarti della lavorazione alimentare e dai rifiuti chimici derivanti dai sottoprodotti industriali. Fertilizzanti agricoli e<br \/>superficie<br \/>deflussi<br \/>sono altre fonti di inquinanti inorganici.<\/p><p>Effetti dannosi<\/p><ul><li>Pu\u00f2 uccidere i pesci e altri animali acquatici<\/li><li>Interferire con l&#8217;idoneit\u00e0 dell&#8217;acqua per uso potabile e industriale<\/li><li>Gli inquinanti tossici tendono a concentrarsi nelle catene alimentari<\/li><li>Degradare l&#8217;attivit\u00e0 microbica del suolo<\/li><li>Perdita della capacit\u00e0 di vigilanza<\/li><li>Perdita della coordinazione mano-occhio<\/li><li>Il gas NO2 pu\u00f2 causare tosse, mancanza di respiro, irritazione delle vie aeree superiori, spasmi bronchiali,<br \/>nausee<br \/>e vomito<\/li><\/ul><p>\u00a0<\/p><ul><li><p>Inquinanti organiciGli inquinanti organici sono fondamentalmente composti che possono essere degradati da microrganismi. Di solito consuma il<br \/>disponibile<br \/>ossigeno nel processo di degradazione. Il DO ottimale nell&#8217;acqua naturale \u00e8 4-6 ppm e quindi organico<br \/>inquinanti<br \/>Piace<br \/>i rifiuti fognari, gli oli ecc. devono essere rimossi per mantenere l&#8217;acqua libera da tali inquinanti.<\/p><\/li><li><p>Inquinanti termici<\/p><p><br \/>L&#8217;acqua riscaldata viene scaricata come effluenti industriali. Al fine di mantenere la temperatura di equilibrio ecologico<br \/>deve essere<br \/>equalizzato con il corpo idrico ricevente. Questo \u00e8 un criterio importante poich\u00e9 l&#8217;aumento della temperatura si abbassa<br \/>disciolto DO in<br \/>acqua.<\/p><\/li><li><p>Inquinanti radioattivi<\/p><p><br \/>Contribuiscono ai rifiuti di uranio e torio provenienti dall\u2019estrazione mineraria, dalla raffinazione e dalle sue varie applicazioni industriali<br \/>radioattivo<br \/>rifiuti. Le centrali nucleari e l&#8217;uso nella ricerca medica e scientifica sono aree in cui possono trovarsi tali rifiuti<br \/>creato.<\/p><\/li><li><p>Sedimenti<\/p><p><br \/>L\u2019erosione rimuove suolo e minerali dai terreni coltivati, dalle foreste, dalle comunit\u00e0 residenziali e aziendali e<br \/>porta<br \/>come<br \/>sedimento. I sedimenti rappresentano gli inquinanti pi\u00f9 estesi delle acque superficiali.<\/p><p>I sedimenti del fondo sono un&#8217;importante fonte di materia inorganica e organica nei corsi d&#8217;acqua, nell&#8217;acqua dolce, negli estuari e<br \/>oceani.<br \/>I sedimenti sono anche depositi di metalli in traccia come Co, Cr, Cu, Mn, Mo, Ni, ecc.<\/p><\/li><li><p>Agenti infettivi<\/p><p><br \/>Acque reflue scaricate dai comuni; sanatori, abbronzature, ecc. possono contenere sostanze potenzialmente letali<br \/>microrganismi.<\/p><\/li><li><p>Nutrienti vegetali<\/p><p><br \/>I nutrienti vegetali che stimolano la crescita includono azoto e fosforo aggiunti al BOD dell&#8217;acqua.<br \/>Presenza<br \/>Di<br \/>i nutrienti incoraggiano la crescita delle alghe, che diminuisce i livelli di DO e crea problemi nei trattamenti.<\/p><br \/><ol class=\"normal-text\" type=\"1\"><li><h3>Da dove viene l\u2019inquinamento dell\u2019acqua?<\/h3><p>Le fonti di inquinamento dell\u2019acqua sono classificate come fonti di contaminazione dirette e indirette. Diretto<br \/>fonti<br \/>direttamente<br \/>scaricare contaminanti nelle acque superficiali, comprese le acque reflue delle fabbriche e le acque reflue<br \/>alloggiamento<br \/>colonie.<br \/>Le fonti indirette includono contaminanti che entrano nella fornitura idrica dal suolo\/acque sotterranee e da<br \/>IL<br \/>atmosfera<br \/>tramite l&#8217;acqua piovana. Il suolo e le acque sotterranee contengono residui di pratiche agricole (fertilizzanti,<br \/>pesticidi,<br \/>ecc.) e<br \/>smaltiti in modo improprio i rifiuti industriali. Anche i contaminanti atmosferici derivano da pratiche umane<br \/>(ad esempio<br \/>emissioni gassose di automobili, fabbriche e persino panifici).<\/p><\/li><li><h3>Come rileviamo l\u2019inquinamento dell\u2019acqua?<\/h3><p>L&#8217;acqua \u00e8 inquinata da diversi contaminanti e pu\u00f2 essere rilevata analizzando campioni di acqua in<br \/>laboratorio.<br \/>Titolazione<br \/>il test consiste nel rilevare la durezza, sciogliere l&#8217;ossigeno, l&#8217;anidride carbonica e l&#8217;alcalinit\u00e0. I test colorimetrici lo sono<br \/>eseguita<br \/>controllare<br \/>PH, fosfati, silice, ammoniaca e solfuri. Il test limite dei metalli pesanti serve a determinare il livello di metalli pesanti<br \/>metalli.<\/p><\/li><li><h3>Cos&#8217;\u00e8 l&#8217;eutrofizzazione? Come pu\u00f2 essere prevenuto?<\/h3><p>Aumento della concentrazione di fosforo, azoto e altri nutrienti vegetali in un ecosistema acquatico<br \/>come un lago<br \/>si chiama eutrofizzazione. Questo aumento del livello dei nutrienti si traduce in un ciclo di vita accelerato delle piante acquatiche<br \/>come le alghe,<br \/>giacinto d&#8217;acqua, ecc. La copertura vegetale limita l&#8217;ingresso di luce e ossigeno nell&#8217;acqua. Inoltre il<br \/>detriti degradanti<br \/>consuma tutto l&#8217;ossigeno disciolto disponibile nell&#8217;acqua rendendo l&#8217;acqua senza vita. Le acque reflue dovrebbero essere trattate<br \/>per la rimozione<br \/>del fosforo e dei nitrati mediante vari metodi fisico-chimici e biologici. Le tecnologie efficaci lo sono<br \/>disponibile in<br \/>rimozione dei nutrienti insieme a BOD e COD. Metodi convenzionali di nitrificazione separata e<br \/>anche la denitrificazione pu\u00f2<br \/>essere adottato ma con costi e area maggiori.<\/p><\/li><li><h3>Da dove provengono le acque reflue?<\/h3><p>Le acque reflue provengono da acque reflue che comprendono acque nere (rifiuti umani) e acque grigie (cucina e lavanderia).<br \/>sciupare),<br \/>scarico di fosse settiche, rifiuti industriali che comprendono effluenti e acque di processo. Pratiche agricole<br \/>anche produrre<br \/>acque reflue contaminando l\u2019acqua con pesticidi e fertilizzanti<\/p><\/li><li><h3>Perch\u00e9 \u00e8 necessario trattare le acque reflue?<\/h3><p>Il corretto trattamento delle acque reflue riduce i rischi per la salute dell&#8217;uomo e degli animali e previene la superficie e<br \/>acque sotterranee<br \/>contaminazione. Il trattamento delle acque reflue aiuta a riutilizzare le acque reflue e riduce il consumo di acqua dolce<br \/>acqua.<\/p><\/li><li><h3>Cos\u2019\u00e8 un sistema di trattamento delle acque reflue?<\/h3><p>Il trattamento delle acque reflue \u00e8 il processo di rimozione dei contaminanti dalle acque reflue e dalle acque reflue domestiche<br \/>deflussi<br \/>(effluenti), domestici, commerciali e istituzionali. Include fisico, chimico e biologico<br \/>processi da rimuovere<br \/>contaminanti fisici, chimici e biologici. Il suo obiettivo \u00e8 produrre un prodotto sicuro per l&#8217;ambiente<br \/>fluido<br \/>flusso di rifiuti<br \/>(o effluente trattato) e un rifiuto solido (o fango trattato) idoneo allo smaltimento o al riutilizzo (solitamente come<br \/>fertilizzante agricolo).<\/p><p>Il sistema di trattamento dipende dalle caratteristiche delle acque reflue e dalla qualit\u00e0 dell&#8217;acqua trattata da ottenere.<br \/>Il trattamento<br \/>l&#8217;impianto comprende trattamenti primari quali vagli, camere di dissabbiatura e chiarificatori.<\/p><\/li><li><h3>Cos\u2019\u00e8 il trattamento aerobico delle acque reflue?<\/h3><p>Il trattamento aerobico delle acque reflue \u00e8 il processo in cui i batteri richiedono ossigeno per la loro respirazione<br \/>ossidante o<br \/>consumando la materia organica presente nelle acque reflue. I batteri aerobici possono convertire solo composti organici<br \/>quando in abbondanza<br \/>l&#8217;ossigeno \u00e8 presente, perch\u00e9 ne hanno bisogno per eseguire qualsiasi tipo di conversione chimica. Di solito i prodotti<br \/>si convertono<br \/>i contaminanti sono anidride carbonica e acqua<\/p><\/li><li><h3>Che cosa sono l&#8217;MLSS e l&#8217;MLVSS?<\/h3><p>MLSS \u00e8 solidi sospesi di liquori misti e MLVSS \u00e8 solidi sospesi volatili di liquori misti.<br \/>MLSS rappresenta i solidi in sospensione totale nel serbatoio di aerazione mentre MLVSS fa parte di MLSS che in realt\u00e0<br \/>concentrazione di<br \/>materia biologica presente nel serbatoio di aerazione.<\/p><\/li><li><h3>Cos&#8217;\u00e8 il rapporto F\/M?<\/h3><p>Si tratta del rapporto tra cibo e massa, ovvero tra il BOD e il microrganismo presente nel serbatoio di aerazione<\/p><\/li><li><h3>12. Cosa significa C:N:P e quale dovrebbe essere il rapporto mantenuto?<\/h3><p>C&#8211; Fonte di carbonio che costituisce cibo per la biomassa.\u2013 Sia COD che BOD. Normalmente viene considerato BOD per il<br \/>progetto<br \/>scopo di<br \/>trattamento aerobico e concentrazione di COD considerata per il trattamento anaerobico.<br \/>N \u2013 Azoto (TKN) che \u00e8 i nutrienti<br \/>P \u2013 Fosforo.<br \/>Normalmente \u00e8 nel rapporto C:N:P ovvero 100: 5: 1 se BOD come fonte di carbonio e 500:5:1 se COD come carbonio<br \/>fonte per<br \/>calcolo.<\/p><\/li><\/ol><\/li><\/ul><h2>MBR \u2013 Bioreattore a membrana<\/h2><ol><li><h3>Cos&#8217;\u00e8 l&#8217;MBR?<\/h3><p>Il bioreattore a membrana (MBR) \u00e8 una combinazione del processo a fanghi attivi e della tecnologia a membrana<br \/>fornire un<br \/>livello avanzato di rimozione dei solidi organici e sospesi.<\/p><\/li><li><h3>Quali sono i vantaggi del sistema MBR rispetto al sistema convenzionale?<\/h3><ol type=\"i\"><li>Sistema compatto<\/li><li>Elevata qualit\u00e0 degli effluenti<\/li><li>Possibile carico volumetrico elevato<\/li><li>Alto tasso di degrado<\/li><li>Possibilit\u00e0 di conversione dalla depurazione a fanghi attivi convenzionale esistente<\/li><li>Rimuove i batteri fino a 6 log<\/li><\/ol><\/li><li><h3>Tipi di MBR sommerso\/immerso<\/h3><ol type=\"i\"><li>Lamiera piana<\/li><li>Fibra cava<\/li><li>Possibile carico volumetrico elevato<\/li><li>Alto tasso di degrado<\/li><li>Possibilit\u00e0 di conversione dalla depurazione a fanghi attivi convenzionale esistente<\/li><li>Rimuove i batteri fino a 6 log<\/li><\/ol><\/li><li><h3>Cos&#8217;\u00e8 INDION\u00aeIPC MBR?<\/h3><p>Le membrane INDION IPC MBR sono &#8220;membrane a canale del permeato integrato&#8221; piatte (membrana IPC) che ne comprendono due<br \/>membrana<br \/>strati spalmati direttamente su superfici opposte di un tessuto tridimensionale (tessuto 3D) che viene utilizzato come supporto<br \/>del<br \/>strati di membrana. Il tessuto 3D \u00e8 costituito da due strati di tessuto paralleli distanziati da anelli di<br \/>monofilamento<br \/>fili, formando cos\u00ec un canale di permeato tra gli strati di membrana.<\/p><\/li><li><h3>Quale MLSS \u00e8 generalmente mantenuto nel sistema INDION\u00aeIPC MBR?<\/h3><p>Il sistema INDION\u00aeIPC MBR ha un MLSS elevato rispetto ai sistemi ASP e FMR convenzionali. Il sistema INDION\u00aeIPC MBR ha<br \/>MLSS<br \/>8000-12000 mg\/litro.<\/p><\/li><li><h3>Quali sono i vantaggi di INDION\u00aeIPC MBR?<\/h3><ol type=\"i\"><li>Impianto di trattamento delle acque reflue compatto e modulare con sistema biologico integrato e sistema di ultrafiltrazione<br \/>fornire<br \/>qualit\u00e0 costante dell&#8217;acqua trattata attraverso membrane che saranno prive di batteri e potranno essere direttamente riutilizzate<br \/>per<br \/>giardinaggio, lavaggio auto, torri di raffreddamento, edilizia e tutti gli scopi secondari.<\/li><li>Anche in caso di fanghi galleggianti \u00e8 possibile garantire una qualit\u00e0 di scarico priva di solidi<\/li><li>Funziona a una concentrazione MLSS pi\u00f9 elevata (8.000 \u2013 12.000 mg\/litro) nel serbatoio di aerazione e una maggiore ritenzione dei fanghi<br \/>tempo da qui in poi<br \/>la bassa generazione di fanghi si traduce in una riduzione dei costi per il sistema di gestione dei fanghi. Il fango generato \u00e8<br \/>completamente<br \/>fanghi digeriti.<\/li><li>Pi\u00f9 efficiente nel funzionamento ad alto flusso rispetto ad altre tecnologie MBR. Richiede una superficie inferiore della membrana<br \/>zona e<br \/>impronta vegetale.<\/li><li>Riduzione sostanziale del consumo energetico grazie alla minore superficie della membrana.<\/li><li>La membrana all&#8217;avanguardia Low Fouling e completamente lavabile sul retro aiuta a ridurre il consumo di prodotti chimici per la pulizia<br \/>E<br \/>garantisce una lunga durata della membrana.<\/li><li>Riduzione dei costi di capitale e di esercizio dell&#8217;impianto<\/li><li>L&#8217;ingombro pu\u00f2 essere ridotto grazie alla disposizione della membrana a due e tre piani.<\/li><li>L&#8217;STP richiede una semplice costruzione civile. L&#8217;impianto pu\u00f2 essere reso funzionale o aggiornato in tempi molto brevi da<br \/>installazione di moduli a membrana prefabbricati.<\/li><li>Impianto completamente automatizzato con funzionamento intuitivo e manutenzione minima.<\/li><li>La disinfezione o un trattamento terziario pi\u00f9 esteso possono essere omessi. Non \u00e8 necessario alcun trattamento terziario aggiuntivo<br \/>Piace<br \/>clorazione, filtri a sabbia, filtro a carbone attivo o qualsiasi sistema di filtrazione.<\/li><\/ol><\/li><li><h3>Quali sono le caratteristiche di INDION\u00aeIPC MBR?<\/h3><ol type=\"i\"><li>Membrane Integrated Permeate Channel (IPC \u00ae) la prima membrana piana completamente lavabile in controcorrente<\/li><li>Rendimento del flusso doppio rispetto ad altri MBR (40 LMH per le acque reflue e 20 LMH per gli effluenti)<\/li><li>Minore impronta e minore richiesta di energia<\/li><\/ol><\/li><\/ol><h2>FMR \u2013 Reattore per mezzi fluidizzati<\/h2><ol><li><h3>Cos&#8217;\u00e8 la FMR?<\/h3><p>Il sistema Fluidized Media Reactor (FMR) \u00e8 costituito da un sistema di aerazione dei fanghi attivi in \u200b\u200bcui si trovano i batteri<br \/>\u00e8 allegato<br \/>sui supporti portanti. Questi supporti hanno un&#8217;ampia superficie interna per un contatto ottimale con acqua, aria e batteri.<\/p><\/li><li><h3>Differenza tra FMR e MBBR?<\/h3><p>MBBR e FMR sono la stessa tecnologia con nomi diversi.<\/p><\/li><li><h3>Quali sono i tipi di supporti FMR?<\/h3><ol type=\"a\"><li><h4>Supporti in PP<\/h4><ol type=\"i\"><li>Alta Superficie Protetta<\/li><li>Elevata resistenza fisica e chimica dei mezzi<\/li><li>Basse perdite annuali (3-5%)<\/li><\/ol><\/li><li><h4>Mezzi impregnati di carbonio<\/h4><ol type=\"i\"><li>Supporti PU porosi e assorbenti impregnati di carbone attivo<\/li><li>Elevata capacit\u00e0 assorbente<\/li><li>Elevata porosit\u00e0 interna con area superficiale estremamente ampia<\/li><\/ol><\/li><\/ol><\/li><li><h3>Quali sono i vantaggi del sistema FMR?<\/h3><ol type=\"i\"><li>Riduzione dei costi energetici e operativi<\/li><li>Nessun riciclo continuo dei fanghi<\/li><li>Riduzione significativa dello spazio grazie all&#8217;elevata superficie e al caricamento dei supporti<\/li><li>Meno manutenzione<\/li><li>Facile miglioramento ed ampliamento degli impianti di trattamento delle acque reflue esistenti<\/li><\/ol><\/li><\/ol><h2>\u00a0UASB \u2013 Up-flow Anaerobic Sludge Bed<\/h2><ol><li><h3>What is anaerobic wastewater treatment?<\/h3><p>Anaerobic treatment is a biological process carried out in the absence of O2 for the stabilization of organic<br \/>materials.<br \/>The stabilization of organic material by conversion to methane, carbon dioxide, new biomass and inorganic<br \/>products.<br \/>Anaerobic treatment is most suitable for wastewaters with COD concentrations in the high strength range (&gt;2000<br \/>mg\/l).<\/p><\/li><li><h3>What are types of anaerobic technologies?<\/h3><ol type=\"i\"><li>Fixed Film reactor<\/li><li>Fluidised Bed reactor<\/li><li>Up flow Anaerobic Sludge Be d (INDION\u00ae UASB)<\/li><\/ol><\/li><li><h3>What is use of Three Phase separator in INDION\u00ae UASB ?<\/h3><p>Three Phase separator enables the reactor to separate gas, water and sludge mixtures.<\/p><\/li><li><h3>What are the advantages of INDION\u00ae UASB compared to conventional UASB?<\/h3><ol type=\"i\"><li>Feed distribution boxes ensures even distribution of effluent at bottom of UASB.<\/li><li>Less power consumption by gravity feeding system.<\/li><li>Higher Life of internals &#8211; FRP fabricated from Iso-Phthalic Resin &amp; all the pipes are in HDPE<\/li><li>Gas Dome INDION\u00ae UASB gas dome is of FRP Iso-Phthalic Resin which is inert to this environment.<\/li><li>Less replacement of internals with life of internals more than 12-15 years<\/li><li>Inlet &amp; outlet launders are open and hence can be Inspected, cleaned &amp; maintained easily.<\/li><li>Even inlet distribution system, uniform outlet collection system and provision for scum removal which<br \/>increases<br \/>the efficiency of UASB and consistent performance over long period of operation.<\/li><li>Higher gas generation<\/li><li>Outside Lamella clarifier , which gives better control on the settling of solids.<\/li><\/ol><\/li><\/ol><h2>SBR \u2013 Sequential Batch Reactor<\/h2><ol><li><h3>What is INDION\u00ae SBR?<\/h3><p>INDION\u00ae SBR is modification of conventional activated sludge process. In INDION\u00ae SBR, equalization,<br \/>biological treatment<br \/>and clarification of treated wastewater carried out in single tank with time control sequence.<\/p><\/li><li><h3>What are the steps involved in INDION\u00ae SBR system?<\/h3><ol type=\"i\"><li>Fill :- The inlet valve opens and the tank is being filled in, while mixing is provided by means of blower<br \/>(air)<\/li><li>React (aeration):- Aeration of the mixed liquor is performed during the second stage by the use of<br \/>mechanical<br \/>aerators or transferring air into fine bubble diffusers fixed to the floor of the tank (diffused aeration<br \/>system).<\/li><li>Settle (sedimentation\/ Clarification):- No aeration or mixing is provided in the third stage and the<br \/>settling of<br \/>suspended solids starts.<\/li><li>Draw (decant):- During the fourth stage the outlet valve opens and the &#8220;clean\u201d supernatant liquor exits<br \/>the tank.<\/li><\/ol><\/li><li><h3>What are the advantages of INDION\u00ae SBR system?<\/h3><ol type=\"i\"><li>Flow rate fluctuations do not upset the plant as flow rate variation is limited to equalization tank only.<br \/>In SBR,<br \/>there is only level control of fixed volume.<\/li><li>Operating flexibility and control &#8211; Better process control (MLSS, BOD loading and F\/M ratio) as in batch<br \/>process<br \/>one can monitor and adjust the parameter very easily when compared with continuous process.<\/li><li>Consistent good quality treated sewage for reuse application (BOD &#8211; &lt;10, TSS &#8211; &lt;20)<\/li><li>Nitrification &amp; Denitrification ,Primary clarification, biological treatment and secondary clarification<br \/>can be<br \/>achieved in a single reactor vessel.<\/li><li>Elimination of clarifiers, sludge recirculation system.<\/li><\/ol><\/li><li><h3>Can SBR have more than one tank design?<\/h3><p>Yes, we can design SBR system with multiple SBR basin as per influent flow rate.<\/p><\/li><\/ol><h2>NGPSTP \u2013 New Generation Packaged Sewage Treatment Plant<\/h2><ol><li><h3>What is NGPSTP?<\/h3><p>NGPSTP is New Generation Packaged Sewage treatment Plant which combines aeration and clarification in single<br \/>unit.<\/p><\/li><li><h3>Does NGPSTP handles Total Nitrogen?<\/h3><p>Yes. NGPSTP has anoxic zone which can convert nitrates to nitrogen gas by denitrification process.<\/p><\/li><li><h3>Does NGPSTP require air blower?<\/h3><p>No. NGPSTP works on principle of rotating biological contactors.<\/p><\/li><li><h3>Does NGPSTP have lower operating cost compare to other STP technologies?<\/h3><p>Yes. Air blower and pumps are not required in NGPSTP due to which it has lower OPEX compare to other aerobic<br \/>technologies.<\/p><\/li><li><h3>What are the features of NGPSTP?<\/h3><ol type=\"i\"><li>All in one single packaged STP<\/li><li>Modular design<\/li><li>High quality effluent<\/li><li>3 month sludge storage capacity<\/li><li>Minimal maintenance<\/li><li>GRP constriction \u2013 no corrosion<\/li><\/ol><\/li><li><h3>What are the advantages of NGPSTP?<\/h3><ol type=\"i\"><li>Minimal land requirement<\/li><li>Lower OPEX (operating cost)<\/li><li>Lower CAPEX (Capital cost)<\/li><\/ol><\/li><\/ol><h2>Desalination<\/h2><ol><li><h3>What is osmosis?<\/h3><p>Osmosis refers to the passage of water through a thin semipermeable membrane from the side with low salt<br \/>concentration<br \/>to the side with higher salt concentration. This can happen even when the water level is higher on the high<br \/>salt side<br \/>and the water must move against a pressure difference. The bottom line is that osmosis refers to a<br \/>concentration<br \/>difference manifesting itself as a pressure difference.<\/p><\/li><li><h3>What is reverse osmosis (RO)?<\/h3><p>The other side of the coin is reverse osmosis. A difference in pressure is used to cause a difference in salt<br \/>concentration. It is as though the pressure is being used to force the water molecules through the membrane<br \/>while<br \/>retaining the larger salt. Salt means any inorganic compound dissolved in water. When water is processed by<br \/>reverse<br \/>osmosis a large fraction of dissolved material is removed. The cleaner the input water the cleaner the output<br \/>water will<br \/>be. Conversely, if your input water is clean enough, you may not need an RO unit.<\/p><\/li><li><h3>What are the alternatives to RO?<\/h3><ol type=\"i\"><li>Distillation- It produces clean water by evaporating the water from the input and condensing the steam. It<br \/>is<br \/>highly energy-intensive and expensive unless you have a free source of waste heat. Distillation systems tend<br \/>to be<br \/>low capacity.<\/li><li>Ion-exchange- The systems work by exchanging cations such as calcium and magnesium for the cation on the<br \/>resin,<br \/>usually sodium, potassium or hydrogen. They also exchange anions like carbonate and sulfate for the anion on<br \/>the<br \/>resin, usually chloride or hydroxyl. These systems can be recharged and should be as the resins are very<br \/>expensive.<br \/>The recharging may be just a small annoyance (as with sodium chloride resins) or potentially hazardous (as<br \/>with<br \/>hydrogen\/hydroxyl resins).<\/li><\/ol><\/li><li><h3>How do I know what is in my drinking water?<\/h3><p>If you are on city water, your local water must meet very strict Federal and State standards for purity.<br \/>However, many<br \/>areas use ground water (well water) high in minerals and salts. This can affect taste. All municipally treated<br \/>water is<br \/>chlorinated, and this can also affect taste and create odors in the water. If you are on a private well or<br \/>spring, you<br \/>should have your water tested. Contact AWS for specific recommendations.<\/p><\/li><li><h3>Will RO remove hardness minerals or help cut down on scale build-up in coffee pots, etc.?<\/h3><p>Yes! Most water contains &#8220;total dissolved solids&#8221; (TDS), which is roughly the total inorganic mineral content<br \/>of the<br \/>water, and these are removed. The reverse osmosis membrane separates these dissolved solids, or salts and<br \/>flushes them<br \/>down the drain.<\/p><\/li><li><h3>Will these systems remove lead?<\/h3><p>Yes. Both the RO membrane and the carbon block filter will reduce the lead. Carbon block filters use a<br \/>lead-specific<br \/>filter media combined with the carbon to reduce lead.<\/p><\/li><li><h3>Will RO systems remove parasites or cysts?<\/h3><p>Yes. The RO systems are certified for cyst removal.<\/p><\/li><li><h3>Are bacteria a problem with reverse osmosis systems?<\/h3><p>Yes and no. We have tested many of our systems for total bacteria counts over the years and have not found<br \/>higher levels<br \/>after the systems unless the systems sat for several days in between uses. However, in some cases, bacteria<br \/>can grow,<br \/>particularly when the source water is high in bacteria and\/or low in chlorine residual. We also have<br \/>Ultra-Violet<br \/>Sterilizer Systems that disinfect water after it leaves the filter system, insuring water low in bacteria. The<br \/>manufacturers state in their warranty information that the RO systems are designed to be installed on water<br \/>that is<br \/>disinfected or does not have dangerous bacteria such as e.coli.<\/p><\/li><li><h3>Are RO systems difficult to install?<\/h3><p>No. The RO systems come complete with tubing, fittings and items required to install it. In some cases you<br \/>may need to<br \/>drill a new hole in your sink, or you can use an existing hole to install the RO faucet. Typically a plumber<br \/>will take<br \/>20 minutes to read the installation instructions and 1 to 1-1\/2 hours to do a professional installation, but<br \/>many<br \/>homeowners have installed these themselves.<\/p><\/li><li><h3>The filters should be changed once a year. The membrane should be changed every 3 to 5 years depending on<br \/>the TDS levels in the purified water. How often should I change the filters in an RO system?<\/h3><p>The filters should be changed once a year. The membrane should be changed every 3 to 5 years depending on the<br \/>TDS levels<br \/>in the purified water.<\/p><\/li><li><h3>What does mean by &#8216;Recovery&#8217; of RO system?<\/h3><p>&#8216;Recovery&#8217; of RO system is defined as ratio of Permeate Flow to the Feed Flow.<br \/>% Recovery = Permeate Flow\/Feed Flow X 100<br \/>For e.g. : If feed Flow is 100 m3\/hr and Permeate Flow is 60 m3\/hr Then Recovery of RO<br \/>System is 60 %.<br \/>Recovery = 60 m3\/hr\/100 m3\/hr X 100<br \/>= 60 %.<\/p><\/li><li><h3>What is meaning of &#8216;Salt Passage&#8217;?<\/h3><p>Theoretically no salt should pass through RO membrane. But no membrane is 100% perfect. Hence some salt does<br \/>pass<br \/>through imperfections on the membrane. Passage of this salt is called &#8216;Salt Passage&#8217;. % Salt Passage =<br \/>Permeate TDS\/Feed<br \/>TDS X 100<\/p><\/li><li><h3>What is meaning of &#8216;Salt rejection&#8217;?<\/h3><p>The percentage of Solute concentration removed from system feed water by the membrane is called &#8216;Salt<br \/>rejection&#8217;. % Salt<br \/>rejection = (1 &#8211; Salt Passage) X 100<\/p><\/li><li><h3>What does it mean by &#8216;Permeate water&#8217;?<\/h3><p>Purified product water produced by membrane is called &#8216;Permeate water&#8217; of RO system.<\/p><\/li><li><h3>What is meaning of &#8216;Reject water&#8217;?<\/h3><p>Concentrated high TDS water is rejected by membrane is called &#8216;Reject water&#8217; of RO system.<\/p><\/li><li><h3>What does mean by &#8216;Flux&#8217;?<\/h3><p>The rate of Permeate water transported per unit membrane area is called &#8216;Flux&#8217; of RO system.<\/p><\/li><li><h3>What is MOC for RO membrane?<\/h3><p>Polyamide and Cellulose acetate are the MOC for RO membrane.<\/p><\/li><li><h3>Does RO system require cleaning?<\/h3><p>Yes, RO system needs cleaning frequently, to remove scaling and fouling from the membrane surface, to improve<br \/>system<br \/>performance.<\/p><\/li><li><h3>What factors affect RO performance?<\/h3><p>Pressure, temperature, recovery and feed water salt concentration are the factors which mainly influence the<br \/>RO<br \/>performance.<\/p><\/li><li><h3>Can I use RO reject water for other applications?<\/h3><p>If RO reject TDS is 1000 ppm, we can use it for gardening purpose and toilet flushing purpose. RO reject<br \/>water having<br \/>TDS 1000 ppm to 2000 ppm can also be selectively used for plantation as some plants survive and grow on High<br \/>TDS water.<\/p><\/li><li><h3>Is pH correction required for RO system?<\/h3><p>In some process application where neutral pH (pH 7) is desired, pH correction is required for RO permeate<br \/>water. pH of<br \/>RO permeate water is slightly acidic in nature. It is around 5.5 to 6.4. Normally pH correction is carried out<br \/>by<br \/>caustic or Soda ash solution or by using degasser system. Degasser system removes CO2 (Carbon dioxide) from<br \/>water and<br \/>raise pH of water up to 7 (neutral pH).<\/p><\/li><li><h3>What is feed water limiting condition for RO system?<\/h3><p>Following are the feed water limiting condition for RO system.<\/p><ol type=\"i\"><li>Chlorine : Nil<\/li><li>Suspended solids : &lt; 1 ppm<\/li><li>Turbidity : &lt; 1 NTU<\/li><li>SDI : &lt; 4<\/li><li>BOD and COD : Nil ( In some cases 10 ppm tolerable )<\/li><li>Heavy metals : Nil<\/li><li>Oil and grease : Nil<\/li><li>pH (for cellulose acetate membrane) : 4 &#8211; 6 (for Polyamide membrane) : 3 &#8211; 11<\/li><\/ol><\/li><li><h3>Does chlorine affect RO membrane?<\/h3><p>Yes, if chlorine is present in RO feed water, it will oxidize RO membrane and will increase the pore size of<br \/>RO<br \/>membrane. It will deteriorate RO permeate water quality. Hence chlorine should be Nil in RO feed water.<br \/>Activated carbon<br \/>filter and SMBS dosing system are provided in pretreatment to prevent chlorine from entering RO membrane.<\/p><\/li><li><h3>What is tolerable limit for iron for RO system?<\/h3><p>Iron in feed water should be less than 0.3 ppm for trouble free and safe operation of RO system. Fouling will<br \/>take place<br \/>on RO membrane and it will reduce RO permeate flow, if iron is more than 0.3 ppm.<\/p><\/li><li><h3>What is the life of reverse osmosis membrane?<\/h3><p>RO membrane will last for at least 3 years with proper operation and maintenance of RO plant and with proper<br \/>pretreatment system.<\/p><\/li><li><h3>What is the difference between brackish water and sea water?<\/h3><p>The primary difference between brackish water and seawater is in the amount of dissolved salts\/solids.<br \/>Seawater contains<br \/>higher amounts of dissolved solids ie from 10000 mg\/l to over 40000 mg\/l of total dissolved solids. Water that<br \/>has &lt; 10000 mg\/l dissolved solids is considered to be Brackish. The greater the salt content of the water, the<br \/>higher the pressure or electric power needed to treat water using membranes, resulting in higher energy<br \/>costs.<\/p><\/li><\/ol><h2>DTRO \u2013 Disc Tube Reverse Osmosis<\/h2><ol><li><h3>What is INDION\u00ae DTRO?<\/h3><p>Disc tube reverse osmosis (INDION\u00ae DTRO) technology has a distinct module structure than the spiral reverse<br \/>osmosis<br \/>technology. The feed flow enters the pressure vessel and reaches the disc in a short distance. With open flow<br \/>channels,<br \/>the feed flows 180 degrees over one side of the membrane and reverse flow to the other side, flowing on to the<br \/>next<br \/>disc. The reject and permeate flow down to the outlet. This flow reversal causes turbulence and an open<br \/>channel flow<br \/>path reduces the need for extensive pre-treatment.<\/p><\/li><li><h3>What is difference between Conventional RO and INDION\u00ae DTRO?<\/h3><p>The Conventional RO system requires extensive pre treatment to meet stringent feed limiting condition like<br \/>SDI &lt; 3, turbidity &lt;1 NTU, O&amp;G \u2013 NIL. Hence UF system is must as pre-treatment to meet above SDI limits.<br \/>Membrane replacement cost is comparatively higher as entire membrane needs to be replaced. Whereas, DTRO<br \/>requires less pre treatment due to its unique assembly feature and can handle SDI upto15 to 20, turbidity<br \/>&lt;10, O&amp;G up to 10 ppm. Hence only Sand Filtration is sufficient as Pre-treatment to DTRO system. It can<br \/>handle higher fluctuations in feed quality. Membrane replacement cost is lower as individual membrane<br \/>cushion can be replaced.<\/p><\/li><li><h3>What are the limiting conditions for Feed BOD &amp; COD in INDION\u00ae DTRO?<\/h3><p>There are no such feed limiting conditions for COD &amp; BOD in INDION\u00ae DTRO<\/p><\/li><li><h3>What are the types of cycles?<\/h3><ol><li>Service Cycle &#8211; It is service cycle for filtration process<\/li><li>Rinsing \/Flushing Cycle &#8211; Flushing cycle with permeate water<\/li><li>Cleaning in place (CIP) Cycle &#8211; Chemical cleaning in process cycle<\/li><li>MGF backwash.<\/li><\/ol><\/li><li><h3>What are the basic important parameters for monitoring INDION\u00ae DTRO?<\/h3><p>Basic important parameters for monitoring are Conductivity, TSS, COD, pH, ORP, Total Hardness, Silica and<br \/>Temperature<\/p><\/li><li><h3>What are the advantages of INDION\u00ae DTRO over conventional RO system?<\/h3><table class=\"MsoTableGrid\" style=\"width: 100.0%; border-collapse: collapse; border: none;\" border=\"1\" width=\"100%\" cellspacing=\"0\" cellpadding=\"0\"><tbody><tr style=\"height: 24.0pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 24.0pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"text-align: center; line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\" align=\"center\"><b>Aspects of comparison<\/b><\/p><\/td><td style=\"width: 35.24%; border: solid windowtext 1.0pt; border-left: none; padding: 0in 5.4pt 0in 5.4pt; height: 24.0pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"text-align: center; line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\" align=\"center\"><b>Spiral RO<\/b><\/p><\/td><td style=\"width: 35.52%; border: solid windowtext 1.0pt; border-left: none; padding: 0in 5.4pt 0in 5.4pt; height: 24.0pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"text-align: center; line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\" align=\"center\"><b>Disc- Tube RO<\/b><\/p><\/td><\/tr><tr style=\"height: 24.0pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 24.0pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Pre-treatment <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 24.0pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Extensive<br \/>pre-treatment required<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 24.0pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Less pre-treatment<br \/>required<\/p><\/td><\/tr><tr style=\"height: 13.75pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Silt Density Index<br \/><\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">SDI &lt; 5<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">SDI\u00a0 15 to 20<\/p><\/td><\/tr><tr style=\"height: 13.75pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Turbidity <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">&lt; 1 NTU<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">&lt; 10 NTU<\/p><\/td><\/tr><tr style=\"height: 13.75pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Oil &amp; Grease <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Nil<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">10 ppm<\/p><\/td><\/tr><tr style=\"height: 15.5pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 15.5pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Minimal<br \/>pre-treatment for Suspended solids <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 15.5pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">UF<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 15.5pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">MGF<\/p><\/td><\/tr><tr style=\"height: 11.65pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 11.65pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Chemical Treatment<br \/><\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 11.65pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">As per requirement<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 11.65pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">As per requirement<\/p><\/td><\/tr><tr style=\"height: 20.25pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 20.25pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Feed Quality<br \/>Fluctuation <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 20.25pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Unable to cope up<br \/>with excess feed fluctuations.<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 20.25pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Can handle<br \/>fluctuations in feed quality<\/p><\/td><\/tr><tr style=\"height: 34.3pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 34.3pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Recovery <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 34.3pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Depends on type of<br \/>feed effluent and type of membrane.<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 34.3pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">\u00a0Depends on type of<br \/>feed effluent and type of membrane.<\/p><\/td><\/tr><tr style=\"height: 13.75pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>BOD &amp; COD <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">&lt;30 ppm<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">No limiting<br \/>conditions<\/p><\/td><\/tr><tr style=\"height: 13.75pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Membrane<br \/>replacement cost <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Entire membrane<br \/>element need\u00a0 to be replaced<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">Individual membrane<br \/>cushions can be replaced.<\/p><\/td><\/tr><tr style=\"height: 13.75pt;\"><td style=\"width: 29.26%; border: solid windowtext 1.0pt; border-top: none; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"29%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\"><b>Average membrane<br \/>life <\/b><\/p><\/td><td style=\"width: 35.24%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">3years<\/p><\/td><td style=\"width: 35.52%; border-top: none; border-left: none; border-bottom: solid windowtext 1.0pt; border-right: solid windowtext 1.0pt; padding: 0in 5.4pt 0in 5.4pt; height: 13.75pt;\" valign=\"top\" width=\"35%\"><p class=\"MsoListParagraph\" style=\"line-height: normal; margin: 3.0pt -6.8pt 3.0pt 0in;\">3years<\/p><\/td><\/tr><\/tbody><\/table><\/li><\/ol><h2>AMBC- All Membrane Brine Concentrator<\/h2><ol><li><h3>What is AMBC?<\/h3><p>The AMBC stands for All Membrane Brine Concentrator, it is advanced technology achieved brine concentration<br \/>via<br \/>osmotically assisted reverse osmosis based on combination of forward osmosis and reverse osmosis.<\/p><\/li><li><h3>What are the advantages of AMBC system?<\/h3><ol type=\"i\"><li>Operates on high salinity waters that are beyond the reach of a conventional reverse osmosis process<\/li><li>Low power consumption compared to other competing processes<\/li><li>Simple operation and high reliability<\/li><li>It utilises electrical power, eliminating the use of thermal energy and the complexities common to other<br \/>brine<br \/>concentration approaches; Could be incorporated into existing seawater RO facilities with zero or little<br \/>impact on<br \/>the existing operations<\/li><li>It reduces the size of expensive, high maintenance and complex thermal brine concentrators and<br \/>crystallisers in<br \/>zero liquid discharge (ZLD) applications by significantly reducing the feed fluid volume.<\/li><\/ol><\/li><li><h3>3. Is it possible to concentrate high salinity effluent upto TDS concentration of 140000 ppm by membrane<br \/>based system?<\/h3><p>Yes we can concentrate high TDS effluent upto 140000 ppm with help of AMBC system.<\/p><\/li><li><h3>Does AMBC require thermal energy?<\/h3><p>The AMBC process uses only electrical energy and does not require any thermal energy or vapour compression.<\/p><\/li><li><h3>Does AMBC system require energy lesser than thermal brine concentrator?<\/h3><p>Yes. AMBC based system require fraction of energy compared to thermal energy brine concentrator.<\/p><\/li><li><h3>What pretreatment required for AMBC?<\/h3><p>The pre-treatment requirements for AMBC are similar to that of a RO system. Impurities that can scale or foul<br \/>the<br \/>membranes are needed to be minimized prior to AMBC.<\/p><\/li><li><h3>What operating pressure required in AMBC system?<\/h3><p>The operating pressures required in AMBC system are very much similar to that of seawater desalination RO<br \/>systems i.e 60<br \/>\u2013 70 bar.<\/p><\/li><\/ol><h2>Waste to Energy<\/h2><ol><li><h3>What is INDION\u00ae WASTE TO ENERGY SYSTEM?<\/h3><p>The INDION\u00ae Waste to Energy System design is a cost-effective treatment that takes a radically different<br \/>approach using<br \/>a novel combination of proven technology to manage the problems of sludge, organic waste \/municipal solid<br \/>waste.<\/p><\/li><li><h3>What mean by Organic solid waste?<\/h3><p>Organic Solid waste means any segregated garbage or refuse from residential, industrial, or commercial areas<br \/>etc.<\/p><\/li><li><h3>What is sewage sludge?<\/h3><p>Sewage sludge is the sludge generated from Sewage treatment plants (STP) provided for community<br \/>hotels\/institute\/universities.<\/p><\/li><li><h3>How INDION\u00ae WASTE TO ENERGY SYSTEM minimizes disposal cost of sewage sludge?<\/h3><p>INDION\u00ae WASTE TO ENERGY SYSTEM is based on co digestion of organic solid waste and sewage sludge, which<br \/>reduces the<br \/>quantity of sludge.<\/p><\/li><li><h3>What are the basic steps of INDION\u00ae WASTE TO ENERGY SYSTEM?<\/h3><ol type=\"i\"><li>Reception of Segregated Organic Solid Waste and STP sludge conditioning<\/li><li>Mechanical pre-treatment- To Shred organic waste and homogenize it with thickened sewage sludge via<br \/>macerator.<\/li><li>Biogas handling system: Biogas generated from system shall be treated and converted to electrical power<br \/>and heat.<\/li><li>Digested sludge shall be dewatered and used as fertilizer\/ manure. The heat from the biogas engine can<br \/>also be<br \/>used to dry the excess sludge to produce an organic fertilizer that meets the required hygienic standards<br \/>for use in<br \/>agriculture and landscaping.<\/li><\/ol><\/li><li><h3>What are major advantages of INDION\u00ae WASTE TO ENERGY SYSTEM?<\/h3><ol type=\"i\"><li>High Biogas Generation which can be used as Clean Energy source<\/li><li>Generation of Organic Rich Fertilizer<\/li><li>No disposal cost for Sewage sludge and Organic waste.<\/li><\/ol><\/li><\/ol><\/section>\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Acqua e acque reflue Cos\u2019\u00e8 l\u2019inquinamento dell\u2019acqua? Con il termine inquinamento delle acque, in generale, si pu\u00f2 definire qualsiasi alterazione delfisico,propriet\u00e0 chimiche o biologiche dell&#8217;acqua derivante dallo scarico di liquami o rifiuti industriali o di qualsiasi liquido,gassoso osostanze solide nell&#8217;acqua in quanto potrebbero o potrebbero creare disturbi o rendere tale acqua nociva o dannosaA salute&hellip;<\/p>\n","protected":false},"author":4,"featured_media":21487,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"elementor_header_footer","meta":{"inline_featured_image":false},"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v20.12 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Domande frequenti - Ion Exchange<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/ionexchangeglobal.com\/int\/it\/domande-frequenti\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Domande frequenti - Ion Exchange\" \/>\n<meta property=\"og:description\" content=\"Acqua e acque reflue Cos\u2019\u00e8 l\u2019inquinamento dell\u2019acqua? 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