{"id":6275,"date":"2020-06-09T19:48:07","date_gmt":"2020-06-09T11:48:07","guid":{"rendered":"http:\/\/dmi65.com\/teknik-veri-sayfasi\/"},"modified":"2020-06-09T19:48:08","modified_gmt":"2020-06-09T11:48:08","slug":"teknik-veri-sayfasi","status":"publish","type":"page","link":"https:\/\/dmi65.com\/tr\/teknik\/teknik-veri-sayfasi\/","title":{"rendered":"Teknik Datasheet"},"content":{"rendered":"

[vc_row][vc_column][vc_btn title=”BELGEYI \u0130NDIR” style=”outline-custom” outline_custom_color=”#dd4949″ outline_custom_hover_background=”#dd3333″ outline_custom_hover_text=”#ffffff” shape=”square” align=”left” i_icon_fontawesome=”fas fa-file-alt” add_icon=”true” link=”url:%2Fwp-content%2Fuploads%2F2020%2F05%2FActivating-DMI-65-Ad%C4%B1m%20Ad%C4%B1m-Yordam.pdf|”][vc_column_text]<\/p>\n

Su kaynaklar\u0131ndan demir, manganez, arsenik, al\u00fcminyum, hidrojen s\u00fclf\u00fcr ve di\u011fer a\u011f\u0131r metallerin uzakla\u015ft\u0131r\u0131lmas\u0131 i\u00e7in<\/strong><\/h2>\n

\u0130nf\u00fczyon Teknolojisi<\/strong>: G\u00fc\u00e7l\u00fc oksitleyici maddeler matris malzemenin mikro g\u00f6zenekli alt yap\u0131s\u0131na kimyasal olarak a\u015f\u0131lan\u0131r. \u0130nf\u00fczyon Teknolojisi katalitik y\u00fczeyi art\u0131r\u0131r ve DMI-65’e di\u011fer katalitik ortamlar\u0131n en y\u00fcksek oksidasyon h\u0131z\u0131n\u0131 ve y\u00fck kapasitesini verir. \u0130nf\u00fczyon Teknolojisi \u00e7ok k\u00fc\u00e7\u00fck y\u0131pranma kayb\u0131na izin verir ve 5 -10 y\u0131la kadar s\u00fcrekli performans i\u00e7in hi\u00e7bir \u00e7\u00fcr\u00fcyen etki veya kay\u0131p veya kataliz g\u00f6r\u00fcnt\u00fcler.<\/p>\n

DMI-65, di\u011fer t\u00fcm su ar\u0131tma sistemlerini demir ve manganez biyo-kirlenme, etkin bir \u015fekilde daha uzun filtre \u00e7al\u0131\u015fma s\u00fcreleri ve azalt\u0131lm\u0131\u015f oksidan talebinin avantaj\u0131yla ve DMI-65 \u0130nf\u00fczyon Teknolojisi kimyasal rejenerasyon gerektirmedi\u011fi i\u00e7in korur ve \u00f6n davran\u0131r,<\/p>\n

DMI-65 t\u00fcm ya\u015fam demir ve manganez kald\u0131rma medya en d\u00fc\u015f\u00fck maliyetidir.<\/h4>\n

DMI-65 BELGELEND\u0130rME<\/strong><\/p>\n

Test edilmi\u015f ve End\u00fcstri Standartlar\u0131 Alt\u0131nda Sertifikal\u0131: NSF \/ ANSI 61 i\u00e7me suyu bile\u015fenleri i\u00e7in g\u00fcvenlik ve sa\u011fl\u0131k etkileri i\u00e7in ABD Alt\u0131n M\u00fch\u00fcr Program\u0131 Su Kalitesi Derne\u011fi taraf\u0131ndan.<\/p>\n

G\u00f6re kullanmak i\u00e7in g\u00fcvenli \u0130\u00e7me Suyu M\u00fcfetti\u015fli\u011fi taraf\u0131ndan yetkilendirilen: Y\u00f6netmelik 31(4)(a) Su Temini (Su Kalitesi) y\u00f6netmelikleri 2010 \u0130ngiltere, \u0130ngiltere ve Galler i\u00e7in<\/p>\n

M\u00fchendislik (Hidrolik) Veri Yata\u011f\u0131 Derinli\u011fi ve Su H\u0131z\u0131<\/strong><\/p>\n

Filtre ortam derinli\u011fi, filtrelenmi\u015f suda izin verilen art\u0131k demir ve manganez miktar\u0131n\u0131n azalmas\u0131 ile artar. Maksimum yatak derinli\u011fi biraz \u00fczerinde olabilir 1 metre ve sistemin ak\u0131\u015f kapasitesi ve mevcut filtrelerin etkili y\u00fcksekli\u011fi de ilgilidir. Filtreden ge\u00e7en su h\u0131z\u0131, filtrelenmi\u015f suyun kullan\u0131m\u0131na, su ar\u0131tma tesisinin b\u00fcy\u00fckl\u00fc\u011f\u00fcne, su kalitesine ve di\u011fer fakt\u00f6rlere uygun olarak se\u00e7ilmelidir.<\/p>\n

B\u00fcy\u00fck i\u00e7me suyu ar\u0131tma tesisleri i\u00e7in yata\u011f\u0131n derinli\u011fi maksimuma do\u011fru, su h\u0131z\u0131 ise 10 m3<\/sup>\/m2 <\/sup>\/saat’i a\u015fmamak \u00fczere 5 m3<\/sup>\/m2<\/sup>\/saat civar\u0131nda se\u00e7ilmelidir. Bu, demir ve manganezin giderilmesinde performans\u0131 en \u00fcst d\u00fczeye \u00e7\u0131kar\u0131r, geri y\u0131kama s\u0131kl\u0131\u011f\u0131n\u0131 azalt\u0131r, ortalama bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc daha d\u00fc\u015f\u00fck oldu\u011fu i\u00e7in g\u00fc\u00e7 t\u00fcketimini azalt\u0131r ve filtrelerden birinin bozuk olmas\u0131 ve kalan filtrelerden daha y\u00fcksek ak\u0131\u015f h\u0131z\u0131n\u0131n ge\u00e7mesi durumunda fazlal\u0131k sa\u011flayabilir. 30 m3<\/sup>\/m2<\/sup>\/saat h\u0131z \u00fcst s\u0131n\u0131r\u0131, k\u00fc\u00e7\u00fck yatak derinli\u011fi ve filtrelenmi\u015f suda daha fazla izin verilen demir ve manganez miktar\u0131 i\u00e7in kullan\u0131lmal\u0131d\u0131r.<\/p>\n

Bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc<\/strong><\/p>\n

Bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc, filtrenin kesit alan\u0131 \u00fczerinden suyun h\u0131z\u0131yla ilgilidir, \u00e7\u00fcnk\u00fc kullan\u0131\u015fl\u0131l\u0131\u011f\u0131 ve verileri ak\u0131\u015f h\u0131z\u0131yla ili\u015fkilendirme kolayl\u0131\u011f\u0131. Saatte metrek\u00fcp <\/strong>cinsinden “Q<\/em>” ak\u0131\u015f s\u0131\u00e7an\u0131 , ‘v<\/em>” h\u0131z\u0131n\u0131n saat ba\u015f\u0131na metre cinsinden <\/strong>filtre alan\u0131 “A<\/em>” ile \u00e7arp\u0131lmas\u0131yla hesaplanabilir. square meters<\/strong><\/p>\n

Q <\/em><\/p>\n

<\/strong> = <\/strong> v <\/em><\/p>\n

<\/strong> x <\/strong> A<\/em><\/p>\n

<\/strong><\/p>\n

\u0130lk temiz filtre nin bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc, filtre ortam\u0131 yata\u011f\u0131n\u0131n derinli\u011fine ve su h\u0131z\u0131na ba\u011fl\u0131d\u0131r. A\u015fa\u011f\u0131daki grafikte 1 metre (3.3. ayak) yatak derinli\u011fi i\u00e7in bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc g\u00f6sterilmektedir. Di\u011fer yatak derinli\u011fi i\u00e7in bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc yatak derinli\u011fine ba\u011fl\u0131 olarak kabul edilebilir. Bu nedenle, 0,6m yatak derinli\u011fi i\u00e7in bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015fhesaplamak i\u00e7in 0,6 ile grafikte bulunan bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc i\u00e7in de\u011feri \u00e7arpar.<\/p>\n

M\u00fchendislik (Hidrolik) Veri Arka Y\u0131kama Bas\u0131n\u00e7 D\u00fc\u015f\u00fcrme<\/strong><\/p>\n

Geri y\u0131kamadan \u00f6nce filtreden ge\u00e7en toplam bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc 50kpa ve maksimum 100 kPa’ya kadar DMI-65 filtre ortam\u0131n\u0131n gran\u00fclleri mikro – g\u00f6zenekli dir. Bas\u0131n\u00e7 ne kadar b\u00fcy\u00fck d\u00fc\u015ferse, filtre ortam\u0131na o kadar b\u00fcy\u00fck s\u0131k\u0131\u015ft\u0131rma kuvvetleri uygulan\u0131r. Normal hizmet alt\u0131nda alternatif s\u0131k\u0131\u015ft\u0131rma s\u0131ras\u0131nda filtre ortam par\u00e7ac\u0131klar\u0131 aras\u0131ndaki etkile\u015fim ve geri y\u0131kama s\u0131ras\u0131nda yata\u011f\u0131n geni\u015flemesi gran\u00fcllerin bozulmas\u0131na zaman i\u00e7inde yol a\u00e7ar. Bas\u0131n\u00e7 d\u00fc\u015f\u00fc\u015f\u00fc ilk temiz filtre bas\u0131nc\u0131 d\u00fc\u015f\u00fc\u015f\u00fcnden 50 kPa artt\u0131\u011f\u0131nda filtrenin geri y\u0131kanmas\u0131 iyi bir referanst\u0131r. Uygulamaya ve filtre ortam\u0131n\u0131n de\u011fi\u015ftirmeden \u00f6nce ne kadar dayanmas\u0131 gerekti\u011fine ba\u011fl\u0131 olarak daha y\u00fcksek veya daha d\u00fc\u015f\u00fck de\u011ferler ayarlanabilir. Filtre ortam\u0131n\u0131n demir ve manganezin \u00e7\u0131kar\u0131lmas\u0131ndaki etkinli\u011fini \u00f6nemli \u00f6l\u00e7\u00fcde kaybetmeyece\u011fini, ancak temiz bir ortam yata\u011f\u0131n\u0131n kapasiteye y\u00fcklanmas\u0131yla kafa bas\u0131nc\u0131ndaki kayb\u0131n artaca\u011f\u0131n\u0131 unutmay\u0131n.<\/p>\n

Filtrenin geri y\u0131kanmas\u0131 i\u00e7in su h\u0131z\u0131n\u0131n 40 – 50m3<\/sup>\/m2<\/sup>\/saat m\/saat ile s\u0131n\u0131rland\u0131r\u0131lm\u0131\u015f olmas\u0131 \u00f6nerilir. Bu s\u0131radan kum filtrasyon i\u00e7in \u00f6nerilen ayn\u0131d\u0131r. Genel olarak s\u00fcz\u00fclmemi\u015f suyu geri y\u0131kamak i\u00e7in kullanmak m\u00fcmk\u00fcn olsa da, su nispeten temiz olmad\u0131\u011f\u0131 ve sistem filtrasyon ve geri y\u0131kamaya ek olarak durulama \u00e7al\u0131\u015fma modu ile kurulmad\u0131\u011f\u0131 s\u00fcrece bu iyi bir fikir de\u011fildir. D\u00fc\u015f\u00fck s\u0131rt y\u0131kama h\u0131z\u0131nda daha uzun geri y\u0131kama s\u00fcresi gereklidir. Genel olarak geri y\u0131kama h\u0131z\u0131 filtrasyon h\u0131z\u0131n\u0131n iki kat\u0131 olmal\u0131d\u0131r.<\/p>\n

Geri y\u0131kama s\u00fcresi de\u015farj backwash hatt\u0131 \u00fczerinde bir site cam kullan\u0131larak veya ba\u015fka bir \u015fekilde geri y\u0131kama su de\u015farj tatmin edici temiz oldu\u011funda g\u00f6zlemlemek taraf\u0131ndan belirlenmelidir. Geri y\u0131kama s\u00fcresi birka\u00e7 dakika ile 15 dakika aras\u0131nda de\u011fi\u015febilir.<\/p>\n

Durulama modu, filtre yata\u011f\u0131 geri s\u0131k\u0131\u015ft\u0131r\u0131lmadan ve normal \u00e7al\u0131\u015fmadan \u00f6nce filtreden \u00e7\u0131kacak kirletici kat\u0131lar\u0131 \u00e7\u0131karmak i\u00e7in arka y\u0131kamay\u0131 takip edebilir. Bu mod t\u00fcm su ar\u0131tma sistemlerinde uygulanmak i\u00e7in gerekli de\u011fildir. Durulama s\u00fcresi k\u00fc\u00e7\u00fck yatak derinli\u011fi i\u00e7in yakla\u015f\u0131k 30 saniye ve yatak derinli\u011fi \u00fcst s\u0131n\u0131r\u0131 i\u00e7in 1 dakika veya biraz daha fazla olmal\u0131d\u0131r. Normal filtrasyon i\u015flemi yeniden ba\u015flat\u0131l\u0131rken filtrelenmi\u015f suda kontaminasyon varl\u0131\u011f\u0131 kontrol edilerek gerekli s\u00fcre bulunabilir.<\/p>\n

Yatak derinli\u011fi ile ilgili DMI-65 geri y\u0131kama h\u0131z\u0131 k\u0131lavuzu: <\/strong><\/p>\n

Yatak Derinli\u011fi Vs Backwash Lineer H\u0131z m3\/m2\/saat<\/p>\n

600mm – LV 30 1100mm – LV42
\n700mm – LV32 1200mm \u2013LV44
\n800mm – LV34 1300mm – LV46
\n900mm – LV38 1400mm- LV48
\n1000mm – LV 40 1500mm – LV50<\/p>\n

Filtre freeboard yatak derinli\u011fi en az 40 olmas\u0131 gerekir ve backwash yatak geni\u015fleme kabaca 20 -50 olmal\u0131d\u0131r. Yata\u011f\u0131 tamamen ak\u0131\u015fkanla\u015ft\u0131racak ve t\u00fcm medyay\u0131 iyice ters \u00e7evirecek kadar, ancak filtrenin ba\u015f\u0131n\u0131 d\u0131\u015far\u0131 \u00e7\u0131karmayacak kadar g\u00fcvenli bir \u015fekilde.<\/p>\n

\u00d6nerilen \u00c7al\u0131\u015fma Ko\u015fullar\u0131<\/strong><\/p>\n

Lineer H\u0131z ve Demir ve Manganez Konsantrasyonlar\u0131.<\/strong><\/p>\n

Do\u011frusal H\u0131z (LV) ile Demir (Fe) ve Manganez (Mn) de\u011ferlerine dayal\u0131 do\u011fru tasar\u0131m, form\u00fcl veya \u00f6l\u00e7ekte bir a\u00e7\u0131klama sunmak i\u00e7in biraz daha karma\u015f\u0131kt\u0131r. DMI-65 kullan\u0131c\u0131lar\u0131na sa\u011flanan ba\u015far\u0131l\u0131 veriler, d\u00fcnya \u00e7ap\u0131nda 40’tan fazla \u00fclkede 15 y\u0131l\u0131 a\u015fk\u0131n ba\u015far\u0131l\u0131 kurulumlara dayanmaktad\u0131r.<\/p>\n

Demir giderme, ak\u0131 veya lineer h\u0131z i\u00e7in tahsis manganez daha y\u00fcksektir. Demir ve klorreaksiyonu neredeyse anl\u0131kt\u0131r ve tek ba\u015f\u0131na silika kumu ile kolayca \u00e7\u0131kar\u0131l\u0131r. \u00d6rne\u011fin 20ppm’den 0,5 ppm’ye kadar demir \u00e7\u0131karmak m\u00fcmk\u00fcnd\u00fcr. Bu 7 -7.5 olduk\u00e7a n\u00f6tr pH aral\u0131\u011f\u0131nda yap\u0131labilir. Tek ba\u015f\u0131na normal silika kumu ile demir \u00e7\u0131karma Lv8 yakla\u015f\u0131k Lineer H\u0131z (LV) aral\u0131\u011f\u0131nda yap\u0131labilir – 9 m3\/m2\/saat.<\/p>\n

Kalan 0,5 ppm’lik demirin 0,3 ppm’nin alt\u0131na veya tespit edilemeyen 0,001ppm’ye \u00e7\u0131kar\u0131lmas\u0131, 20ppm’yi 0,5 ppm’ye \u00e7\u0131karmaktan \u00e7ok daha zordur. Burada DMI-65 geli\u015fmi\u015f oksidasyon “g\u00fc\u00e7lendirici” nitelikleri oyuna gelir. DMI-65 ayn\u0131 filtre yata\u011f\u0131nda demir ve ayn\u0131 anda manganez \u00e7ok k\u00fc\u00e7\u00fck izleri kald\u0131rmak i\u00e7in y\u00fcksek performansl\u0131 bir “parlat\u0131c\u0131” icat edilmi\u015ftir.<\/p>\n

DMI-65 katalitik y\u00fczeylerin ekstra oksileme kalitesi, demirin pH aral\u0131\u011f\u0131nda 5,8 – 8,6’da etkin bir \u015fekilde \u00e7\u0131kar\u0131lmas\u0131n\u0131 sa\u011flar, ancak en iyi sonu\u00e7lar yine temel pH 7 \u2013 7,5’tir. Silika kumu ile kar\u015f\u0131la\u015ft\u0131r\u0131ld\u0131\u011f\u0131nda DMI-65 8 yerine LV 16 – 18m3\/m2\/saat yerine 9m3\/m2\/saat demir filtre olabilir.<\/p>\n

Manganez kald\u0131rma demir kald\u0131rma \u00e7ok daha zordur. DMI-65 Inf\u00fczyon Teknolojisi manganez kald\u0131rma kolayl\u0131\u011f\u0131n\u0131 en \u00fcst d\u00fczeye \u00e7\u0131karmak i\u00e7in ve \u00f6zellikle ayn\u0131 anda demir kald\u0131rma (Ayn\u0131 filtre yata\u011f\u0131nda) ile \u00f6zel olarak yap\u0131l\u0131r. Manganez \u00e7ok daha fazla g\u00f6zalt\u0131 s\u00fcresi gerektirir ve ba\u015far\u0131l\u0131 bir \u015fekilde \u00e7\u0131kar\u0131lmas\u0131 i\u00e7in \u00e7ok pH ba\u011fl\u0131d\u0131r.<\/p>\n

DMI-65 manganez kald\u0131rma i\u00e7in piyasadaki en y\u00fcksek performansl\u0131 \u00fcr\u00fcn oldu\u011funa inan\u0131lmaktad\u0131r, pH korunur ve LV uygun ise tek bir filtre ile 2 – 3ppm kald\u0131rma yetene\u011fine sahip. Manganez en iyi dmi-65 ile m\u00fcmk\u00fcn oldu\u011funca pH 8 yak\u0131n ve yakla\u015f\u0131k 5 bir LV – 10m3\/m2\/hour, yakla\u015f\u0131k yar\u0131s\u0131 demir kald\u0131rma i\u00e7in kullan\u0131lan bir LV kald\u0131r\u0131l\u0131r.<\/p>\n

Her su matrisinde hesaba kal\u0131nacak karma\u015f\u0131k \u015fey, demir ve manganezin birle\u015fimidir, \u00e7\u00fcnk\u00fc demir \u00f6nce filtre yata\u011f\u0131n\u0131n \u00fcst k\u0131sm\u0131ndan \u00e7\u0131kar\u0131lacak ve daha sonra manganez filtre yata\u011f\u0131n\u0131n alt k\u0131sm\u0131nda nisbeten kald\u0131r\u0131lacakt\u0131r. Bu seri olarak iki filtre kullanarak baz\u0131 zamanlar iki filtre yatak aras\u0131nda backwash h\u0131z\u0131 yar\u0131ya indirirken ham su ve daha fazla parlatma daha do\u011frusal ge\u00e7en sa\u011flar nedeni budur.<\/p>\n

Bir rehber olarak, t\u00fcm ba\u015far\u0131l\u0131 DMI-65 vaka \u00e7al\u0131\u015fmalar\u0131 g\u00f6stermi\u015ftir, demir ve manganez konsantrasyonu daha yava\u015f LV olmal\u0131d\u0131r. Demir ve \u00f6zellikle manganez \u00e7ok d\u00fc\u015f\u00fck miktarlarda ise o zaman y\u00fcksek LV olabilir – ilk tesis kurulum maliyeti \u00fczerinde \u00f6nemli bir etkiye sahip.<\/p>\n

K\u0131lavuz olarak, suyun TDS i\u00e7in 5NTU’nun alt\u0131nda oldu\u011fu g\u00f6z \u00f6n\u00fcne al\u0131nd\u0131\u011f\u0131nda bu konservatif s\u0131n\u0131rlar\u0131 \u00f6neriyoruz:<\/strong><\/p>\n

Demir<\/strong><\/p>\n

0.3ppm \u2013 1ppm = LV 15 – 20m3\/m2\/saat m\u00fcmk\u00fcnd\u00fcr<\/p>\n

1ppm \u2013 5ppm = LV 10 – 15m3\/m2\/saat kabul edilebilir ve ortak bir standartt\u0131r.<\/p>\n

5ppm \u2013 10ppm = LV 10m3\/m2\/saat kabul edilebilir ve ortak bir standartt\u0131r.<\/p>\n

10ppm \u2013 15ppm = LV 7 \u2013 9m3\/m2\/saat kabul edilebilir ve ortak bir standartt\u0131r<\/p>\n

15ppm’den b\u00fcy\u00fck = LV 5 \u2013 7m3\/m2\/saat<\/p>\n

M\u00fcmk\u00fcnse 6,8 – 7,2 n\u00f6tr pH’da<\/p>\n

Genellikle sert Avustralya ikliminde oldu\u011fu gibi 50ppm yukar\u0131 demir konsantrasyonlar\u0131 ile su kaynaklar\u0131 olmas\u0131 durumdur. Bu durumda havaland\u0131rma ile \u00f6n-oksidasyon i\u00e7in bir tutma tank\u0131 kullanmak ve demir koagulate ve tank\u0131n alt\u0131na yerle\u015fmek bu demir \u00e7ok daha accomodating su konsantrasyonu b\u0131rakarak 5ppm \u00e7ok daha accomodating su konsantrasyonu b\u0131rakarak 10 bir LV – 15m3\/m2\/saat dmi-65 taraf\u0131ndan parlat\u0131lm\u0131\u015f.<\/p>\n

Manganez<\/strong><\/p>\n

0.5ppm \u2013 1ppm = LV 8 \u2013 10m3\/m2\/saat<\/p>\n

1ppm \u2013 2ppm = LV 5 \u2013 7m3\/m2\/saat<\/p>\n

2ppm’den b\u00fcy\u00fck klor ile tutma tank\u0131 dosing ve manganez okside etmek i\u00e7in yakla\u015f\u0131k 10 ila 15 dakika g\u00f6zalt\u0131 s\u00fcresi sa\u011flayarak yukar\u0131daki ayn\u0131 tekni\u011fi gerektirir, okside de\u011fil kalan manganez parlat\u0131lm\u0131\u015f olacak ama DMI-65.<\/p>\n

T\u00fcm m\u00fcmk\u00fcn oldu\u011funca yak\u0131n pH8 bir pH.<\/p>\n

Demir ve Manganez<\/strong><\/p>\n

Tipik olarak demir ve manganez yeralt\u0131 su kaynaklar\u0131nda birlikte var<\/p>\n

s\u0131ras\u0131yla 2ppm ve 1ppm. Bu t\u00fcr ko\u015fullarda a\u015fa\u011f\u0131dakileri \u00f6neririm:<\/p>\n

Demir 2ppm \u2013 Manganez 1ppm = LV 8 \u2013 9m3\/m2\/saat pH 7.5 yak\u0131n – m\u00fcmk\u00fcn oldu\u011funca 8.<\/p>\n

Demir konsantrasyonu 2ppm daha y\u00fcksek ve baz\u0131 manganez varsa, lv yava\u015f belki 7 aras\u0131nda daha – 8m3\/m2 saat ve m\u00fcmk\u00fcn oldu\u011funca 7,5 -8 yak\u0131n pH korumak.<\/p>\n

Manganez konsantrasyonu 1ppm’den y\u00fcksekse ve \u00f6nemli miktarda demir varsa 2 – 3ppm de, su matrisi 5 \u2013 7m3\/m2\/saat yava\u015f bir LV’ye \u00e7ok ba\u011fl\u0131d\u0131r ve pH 8 son derece gereklidir.<\/p>\n

Y\u00fcksek demir i\u00e7eren herhangi bir su matrisi i\u00e7in (15ppm \u00fczerinde oldu\u011fu kabul edilir) ve y\u00fcksek manganez (bu 3ppm olarak kabul edilir) \u00f6n ar\u0131tma ayn\u0131 y\u00f6ntem daha tavsiye edilir.<\/p>\n

Yasal Uyar\u0131: Sa\u011flanan bilgi ve \u00f6neriler do\u011fru ve do\u011fru vaka \u00e7al\u0131\u015fmalar\u0131 ve mesleki deneyime dayanmaktad\u0131r. Bilgi ve Performans k\u0131lavuzlar\u0131 iyi niyetle ve garanti olmadan sunulmaktad\u0131r. Kuantum Filtrasyon Orta Pty Ltd DMI-65 kullan\u0131c\u0131lar\u0131 pilot denemeler yapmak ve t\u00fcm ticari uygulamalar i\u00e7in kan\u0131t bir nokta g\u00f6stermek \u00f6nerir. DMI-65, ambalaj, literat\u00fcr taraf\u0131ndan tan\u0131mland\u0131\u011f\u0131 gibi en y\u00fcksek kalitede ve ABD Su Kalitesi Birli\u011fi taraf\u0131ndan NSF\/ANSI 61 alt\u0131n standartlar\u0131na uygun olarak onaylanm\u0131\u015ft\u0131r.[\/vc_column_text][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"

[vc_row][vc_column][vc_btn title=”BELGEYI \u0130NDIR” style=”outline-custom” outline_custom_color=”#dd4949″ outline_custom_hover_background=”#dd3333″ outline_custom_hover_text=”#ffffff” shape=”square” align=”left” i_icon_fontawesome=”fas fa-file-alt” add_icon=”true” link=”url:%2Fwp-content%2Fuploads%2F2020%2F05%2FActivating-DMI-65-Ad%C4%B1m%20Ad%C4%B1m-Yordam.pdf|”][vc_column_text] Su kaynaklar\u0131ndan demir, manganez, arsenik, al\u00fcminyum, hidrojen s\u00fclf\u00fcr ve di\u011fer a\u011f\u0131r metallerin uzakla\u015ft\u0131r\u0131lmas\u0131 i\u00e7in \u0130nf\u00fczyon Teknolojisi: G\u00fc\u00e7l\u00fc oksitleyici maddeler matris malzemenin mikro g\u00f6zenekli alt yap\u0131s\u0131na kimyasal olarak a\u015f\u0131lan\u0131r. \u0130nf\u00fczyon Teknolojisi katalitik y\u00fczeyi art\u0131r\u0131r ve DMI-65’e di\u011fer katalitik ortamlar\u0131n en y\u00fcksek oksidasyon h\u0131z\u0131n\u0131…<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":7169,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"content-type":"","footnotes":""},"class_list":["post-6275","page","type-page","status-publish","hentry","description-off"],"yoast_head":"\nTeknik Datasheet - 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