{"id":7162,"date":"2024-07-26T11:51:29","date_gmt":"2024-07-26T11:51:29","guid":{"rendered":"https:\/\/longchangchemical.com\/?p=7162"},"modified":"2024-07-31T06:09:26","modified_gmt":"2024-07-31T06:09:26","slug":"10-process-principles-of-wastewater-treatment-2","status":"publish","type":"post","link":"https:\/\/longchangchemical.com\/tr\/10-process-principles-of-wastewater-treatment-2\/","title":{"rendered":"10 At\u0131ksu Ar\u0131t\u0131m\u0131n\u0131n Proses Prensipleri"},"content":{"rendered":"

10 At\u0131ksu Ar\u0131t\u0131m\u0131n\u0131n Proses Prensipleri<\/h1>\n

1. Biyofilm y\u00f6nteminin safla\u015ft\u0131rma mekanizmas\u0131<\/strong><\/p>\n

1.1 Biyofilm aerobik ve anaerobik katmanlardan olu\u015fur, organik maddenin bozunmas\u0131 esas olarak aerobik katmanda ger\u00e7ekle\u015fir.<\/p>\n

1.2 Havadaki oksijen akan su katman\u0131nda \u00e7\u00f6z\u00fcl\u00fcr, buradan mikroorganizmalar\u0131n solunum i\u00e7in kullanmas\u0131 i\u00e7in ba\u011fl\u0131 su katman\u0131ndan biyofilme ge\u00e7er ve kanalizasyondaki organik madde akan su katman\u0131ndan ba\u011fl\u0131 su katman\u0131na ge\u00e7er ve daha sonra biyofilm i\u00e7ine girer ve bakterilerin metabolizma faaliyetleri yoluyla par\u00e7alan\u0131r, b\u00f6ylece kanalizasyon ak\u0131\u015f s\u00fcrecinde kademeli olarak ar\u0131t\u0131l\u0131r, ve su gibi mikroorganizma metabolitleri ba\u011fl\u0131 su tabakas\u0131ndan akan su tabakas\u0131na girer ve su gibi mikroorganizma metabolitleri ba\u011fl\u0131 su tabakas\u0131ndan akan su tabakas\u0131na girer ve onunla birlikte bo\u015falt\u0131l\u0131rken, karbondioksit ve H2S, NH3 gibi anaerobik tabakan\u0131n ayr\u0131\u015fma \u00fcr\u00fcnleri ve CH4 gibi gaz halindeki metabolitler su tabakas\u0131ndan ka\u00e7ar ve havaya kar\u0131\u015f\u0131r.<\/p>\n

1.3 Anaerobik katman kal\u0131n olmad\u0131\u011f\u0131nda, aerobik katmanla belirli bir denge ve istikrar\u0131 korur ve aerobik katman normal ar\u0131tma i\u015flevini s\u00fcrd\u00fcrebilir, ancak anaerobik katman kademeli olarak kal\u0131nla\u015f\u0131r ve belirli bir seviyeye ula\u015f\u0131r, metabolizma \u00fcr\u00fcnleri kademeli olarak artar ve ka\u00e7\u0131\u015f s\u00fcrecinde, devletin stabilizasyonunun aerobik ekosistemi yok edildi ve ar\u0131tma i\u015flevi zay\u0131flad\u0131.<\/p>\n

2. Biyofilm tedavi y\u00f6nteminin temel \u00f6zellikleri<\/strong><\/p>\n

2.1 Mikrobiyal faz \u00f6zellikleri: (1) safla\u015ft\u0131rma reaksiyonuna kat\u0131l\u0131r mikrobiyal \u00e7e\u015fitlilik (2) biyolojik besin zinciri uzundur (3) uzun bir mikroorganizma nesli hayatta kalabilir (4) bask\u0131n t\u00fcrlerde b\u00f6l\u00fcmlere ayr\u0131lm\u0131\u015f \u00e7al\u0131\u015fma<\/p>\n

2.2 ar\u0131tma s\u00fcreci: (1) su kalitesi, su de\u011fi\u015fiklikleri g\u00fc\u00e7l\u00fc bir uyarlanabilirli\u011fe sahiptir (2) \u00e7amur \u00e7\u00f6keltme performans\u0131 iyidir, kat\u0131-s\u0131v\u0131 ayr\u0131m\u0131 i\u00e7in uygundur (3) d\u00fc\u015f\u00fck konsantrasyonlarda kanalizasyonla ba\u015fa \u00e7\u0131kmak i\u00e7in (4) operasyonun bak\u0131m\u0131 kolay, enerji tasarrufu.<\/p>\n

3. Havaland\u0131rma havuzu biyofiltre s\u00fcreci ve \u00f6zellikleri<\/strong><\/p>\n

Proses: havuzun taban\u0131 bir destek tabakas\u0131 ile donat\u0131lm\u0131\u015ft\u0131r, dolgu maddesinin \u00fcst k\u0131sm\u0131 bir filtre malzemesi olarak, hava t\u00fcplerinin ve hava dif\u00fczyon cihazlar\u0131n\u0131n havaland\u0131r\u0131lmas\u0131n\u0131n destek tabakas\u0131na yerle\u015ftirilmi\u015ftir, geri y\u0131kama suyu borusu olarak da kullan\u0131lan ar\u0131t\u0131lm\u0131\u015f su toplay\u0131c\u0131 borusu da destek tabakas\u0131na yerle\u015ftirilmi\u015ftir. Ar\u0131t\u0131lan ham kanalizasyon tank\u0131n \u00fcst k\u0131sm\u0131ndan tanka girer ve dolgu tabakas\u0131ndan olu\u015fan filtre tabakas\u0131ndan ge\u00e7erek, biyofilm olu\u015fumunda ya\u015fayan mikroorganizmalar taraf\u0131ndan olu\u015fturulan dolgu y\u00fczeyinde bir biyofilm olu\u015fturur. Kanalizasyon filtresi filtre katman\u0131nda ayn\u0131 zamanda, havuzun alt k\u0131sm\u0131ndan hava borusu arac\u0131l\u0131\u011f\u0131yla havaland\u0131rma i\u00e7in filtre katman\u0131na, dolgu aras\u0131ndaki bo\u015fluktan gelen hava y\u00fckselir ve a\u015fa\u011f\u0131 ak\u0131\u015f kanalizasyon temas\u0131, havadaki oksijen kanalizasyona, biyofilm \u00fczerindeki mikroorganizmalara yeterli \u00e7\u00f6z\u00fcnm\u00fc\u015f oksijen sa\u011flamak i\u00e7in aktar\u0131l\u0131r ve organik madde bak\u0131m\u0131ndan zengin, metabolizman\u0131n mikroorganizmalar\u0131nda, organik kirleticiler bozulur, kanalizasyon ar\u0131t\u0131l\u0131r.<\/p>\n

\u00d6zellikler: (1) gaz-s\u0131v\u0131-kat\u0131 \u00fc\u00e7 fazl\u0131 temas, organik maddenin y\u00fcksek hacimsel y\u00fcklenmesi, k\u0131sa hidrolik tutma s\u00fcresi, d\u00fc\u015f\u00fck sermaye yat\u0131r\u0131m\u0131, O2 transfer verimlili\u011fi, d\u00fc\u015f\u00fck g\u00fc\u00e7 ofseti (2) SS'yi tutabilir, biyofilmin d\u00f6k\u00fclmesi, sedimantasyon tanklar\u0131na gerek yoktur, k\u00fc\u00e7\u00fck bir alan\u0131 kaplar (3) 3-5mm filtre ortam\u0131, geni\u015f y\u00fczey alan\u0131, mikroorganizma adsorpsiyon kapasitesi (4) g\u00fc\u00e7l\u00fc darbe direnci (5) \u00e7amur geri ak\u0131\u015f\u0131na ihtiya\u00e7 duymaz, geri y\u0131kama gibi \u00e7amur genle\u015fmesi olmaz Geri y\u0131kama tam otomatik ise, bak\u0131m ve y\u00f6netim de uygundur. (6) havuzdaki b\u00fcy\u00fck biyok\u00fctle ve ard\u0131ndan tutma etkisi nedeniyle, kanalizasyon ar\u0131tma etkisi iyidir.<\/p>\n

4. Biyofilm y\u00f6ntemi nedir?<\/strong> Aktif \u00e7amur y\u00f6ntemine k\u0131yasla avantajlar\u0131 nelerdir?<\/strong><\/p>\n

C: Biyofilm y\u00f6ntemi, filtre ortam\u0131na veya baz\u0131 ta\u015f\u0131y\u0131c\u0131 b\u00fcy\u00fcme ve geli\u015fmeye ba\u011fl\u0131 bir mikro-hayvan s\u0131n\u0131f\u0131ndan sonra bir mikroorganizma ve protozoa s\u0131n\u0131f\u0131 olan bakteri ve mantarlar\u0131n kullan\u0131lmas\u0131 ve bir biyolojik ar\u0131tma teknolojisinin kanalizasyon ar\u0131t\u0131m\u0131n\u0131 ar\u0131tmak i\u00e7in membran biyolojik \u00e7amur (biyofilm) olu\u015fumudur.<\/p>\n

Avantajlar: Biyofilm \u00fczerindeki \u00e7ok say\u0131da mikroorganizma nedeniyle, olu\u015fan ekosistem aktif \u00e7amur sistemine g\u00f6re daha kararl\u0131d\u0131r. Biyofilm \u00fczerindeki besin zinciri aktif \u00e7amurdan daha uzundur ve \u00e7amur miktar\u0131 aktif \u00e7amur sisteminden daha azd\u0131r, bu da \u00e7amur takip ar\u0131tma maliyetini azalt\u0131r. Daha uzun \u00e7amur ya\u015f\u0131 nedeniyle, biyofilm nitrifikasyon bakterileri ve nitrozifiye edici bakteriler gibi uzun nesil mikroorganizmalarda hayatta kalabilir, bu nedenle belirli sindirim i\u015flevine sahiptir. Su kalitesi ve su miktar\u0131 de\u011fi\u015fikliklerine kar\u015f\u0131 g\u00fc\u00e7l\u00fc bir adaptasyon kabiliyetine sahiptir, su al\u0131m\u0131n\u0131 bir s\u00fcre kesintiye u\u011fratsa bile, biyofilm \u00f6l\u00fcmc\u00fcl bir etkiye sahip olmayacak, sudan sonra iyile\u015fmesi kolay olacak, aktif \u00e7amurun iyile\u015fmesi i\u00e7in daha uzun bir zamana ihtiyac\u0131 olacakt\u0131r. Biyofilmin y\u00fcksek inorganik bile\u015fimi nedeniyle, \u00f6zg\u00fcl a\u011f\u0131rl\u0131\u011f\u0131 daha b\u00fcy\u00fckt\u00fcr, \u00e7amur sedimantasyonu iyidir. Kolay kat\u0131-s\u0131v\u0131 ayr\u0131m\u0131. Biyofilm y\u00f6ntemi d\u00fc\u015f\u00fck konsantrasyonlu at\u0131k su ile ba\u015fa \u00e7\u0131kabilirken, aktif \u00e7amur d\u00fc\u015f\u00fck konsantrasyonlu at\u0131k su ile ba\u015fa \u00e7\u0131kmak i\u00e7in uygun de\u011fildir, BO\u0130 uzun s\u00fcre 50-60mg \/ L'den d\u00fc\u015f\u00fckse, \u00e7amur flok olu\u015fumunu etkileyecektir. Aktif \u00e7amur ile kar\u015f\u0131la\u015ft\u0131r\u0131ld\u0131\u011f\u0131nda, biyofilmin hareketini s\u00fcrd\u00fcrmesi kolayd\u0131r, enerji verimlidir ve d\u00fc\u015f\u00fck g\u00fc\u00e7 maliyetlerine sahiptir. D\u00fczg\u00fcn bir \u015fekilde \u00e7al\u0131\u015ft\u0131r\u0131l\u0131rsa, biyofilm y\u00f6ntemi senkron nitrifikasyon denitrifikasyon reaksiyonunu da ger\u00e7ekle\u015ftirebilir.<\/p>\n

5. Stabilizasyon havuzunun \u00f6zellikleri, avantaj ve dezavantajlar\u0131<\/strong><\/p>\n

\u00d6zellikler: (1) genellikle yapay olarak g\u00fc\u00e7lendirilmemi\u015ftir (2) su k\u00fctlesi ile kendi kendini ar\u0131tma s\u00fcrecine benzer (3) uzun kalma s\u00fcresi (4) mikroorganizmalar\u0131n + \u00e7e\u015fitli organizmalar\u0131n su organizmalar\u0131n\u0131n birle\u015fik etkisi yoluyla, b\u00f6ylece organik bozunma ve b\u00f6ylece at\u0131k suyu ar\u0131nd\u0131rma (5) ar\u0131tma s\u00fcreci, aerobik, partenogenetik, anaerobik \u00fc\u00e7 durum dahil (6) DO fotosentezden gelir ( (7) \u00e7e\u015fitli kanalizasyona uygulanabilir (8) \u00e7e\u015fitli iklim ko\u015fullar\u0131na uygulanabilir (9) birincilden ikincilden t\u00fcm ar\u0131tma teknolojisi s\u00fcrecinin derinli\u011fine kadar ger\u00e7ekle\u015ftirilebilir, genellikle ikincil ile e\u015fde\u011ferdir<\/p>\n

Avantajlar\u0131: (1) yat\u0131r\u0131m, basit m\u00fchendislik (2) kanalizasyon kaynaklar\u0131, tar\u0131msal sulama (3) d\u00fc\u015f\u00fck enerji t\u00fcketimi<\/p>\n

Dezavantajlar: (1) geni\u015f bir alan\u0131 kapsar (2) ar\u0131tma etkisi do\u011fal fakt\u00f6rler taraf\u0131ndan kontrol edilir (3) yeralt\u0131 suyu \u00fczerindeki etki (4) s\u0131hhi ko\u015fullar<\/p>\n

K\u00f6t\u00fc sanitasyon.<\/p>\n

6. Kanalizasyonun ar\u0131t\u0131lmas\u0131nda stabilizasyon havuzlar\u0131<\/strong><\/p>\n

(1) Seyreltme: r\u00fczgar, su ve kirletici dif\u00fczyonunun rol\u00fc ___ fiziksel s\u00fcre\u00e7ler (2) sedimantasyon ve flok\u00fclasyon: SS do\u011fal sedimantasyon, k\u00fc\u00e7\u00fck SS, mikrobiyal flok\u00fclasyon (3) aerobik mikroorganizmalar\u0131n metabolizmas\u0131: heterotrofik aerobik bakteriler ve partenogenetik bakteriler (4) anaerobik mikroorganizmalar\u0131n metabolizmas\u0131: havuzun dibindeki partenogenetik havuzlar + DO = 0 hidroliz a\u015famas\u0131 i\u00e7indeki anaerobik havuzlar, hidrojen \u00fcretimi ve asetik asit \u00fcretimi, metanogenez a\u015famas\u0131 (5) Planktonun rol\u00fc: alglerin ana rol\u00fc \u3002\u3002\u3002\u3002 Oksijen kayna\u011f\u0131; planktonun ana i\u015flevi \u3002\u3002\u3002\u3002 Suyu berrakla\u015ft\u0131rmak i\u00e7in serbest bakterileri yutmak. Biyoflok\u00fclasyon \u00fcreten mukus salg\u0131lanmas\u0131; Bentik organizmalar -- Sallanan sivrisinekler \u00e7amur tabakas\u0131ndaki algleri veya bakterileri yutar. \u00c7amur tabakas\u0131n\u0131 azalt\u0131r; bal\u0131klar -- mikro su hayvanlar\u0131n\u0131 ve kirlenmeyi avlar. (6) Damarl\u0131 bitkilerin sudaki rol\u00fc; a N ve P emilimi. b A\u011f\u0131r metallerin zenginle\u015ftirilmesi; c Havuz suyunun oksijenlenmesi; d. Rizomlar h\u00fccreler i\u00e7in b\u00fcy\u00fcme ortam\u0131 sa\u011flar.<\/p>\n

(7) Havuz suyunun pH de\u011ferinde, havuzun kanalizasyon ar\u0131tmas\u0131n\u0131 dengeleyen bir de\u011fi\u015fiklik vard\u0131r; CO2+H2O--H2CO3--HCO3-+H+<\/strong><\/p>\n

CO3-+H2O-----HCO3-+OH- G\u00fcn boyunca \u0131\u015f\u0131k ve hareket g\u00fc\u00e7l\u00fcd\u00fcr, CO2 t\u00fcketilir, bir dengenin dengesi sola ve iki dengenin dengesi sa\u011fa kayar, b\u00f6ylece PH y\u00fckselir ve gece \u0131\u015f\u0131k ve hareket durur, CO2 sa\u011f s\u0131rada birikir ve bir dengenin dengesi sa\u011fa ve iki dengenin dengesi sola kayar PH azal\u0131r.<\/p>\n

8. Arazi ar\u0131tma sisteminin ar\u0131tma mekanizmas\u0131<\/strong><\/p>\n

Fiziksel filtrasyon - toprak par\u00e7ac\u0131klar\u0131 aras\u0131ndaki g\u00f6zenekler, sudaki SS'yi tutma ve filtreleme i\u015flevine sahiptir. 2, van der Waals kuvveti metal iyonlar\u0131n\u0131n fiziksel adsorpsiyonu ve fizikokimyasal adsorpsiyonu (alt de\u011fi\u015fim, adsorpsiyon ve \u015felasyon) 3, kimyasal reaksiyon ve kimyasal \u00e7\u00f6kelme - metal iyonlar\u0131 ve topraktaki baz\u0131 bile\u015fenler. 4, mikrobiyal metabolik etkiler<\/p>\n

9. Biyolojik azot ve fosfor gideriminin prensipleri ve s\u00fcre\u00e7leri<\/strong><\/p>\n

Ar\u0131t\u0131lmam\u0131\u015f taze kanalizasyonda, azotlu bile\u015fiklerin ana formlar\u0131 organik azot ve amonyum azotudur, genellikle organik azot hakimdir, amonifikasyon reaksiyonu amonyak bakterilerindeki organik azot bile\u015fikleridir, amonyum azotuna d\u00f6n\u00fc\u015f\u00fcm s\u00fcrecinin ayr\u0131\u015fmas\u0131d\u0131r. Reaksiyon \u015f\u00f6yledir: RCHNH2COOH+O2-----RCOOH+CO2+NH3 Nitrifikasyon reaksiyonu nitrifikasyon bakterilerinin etkisi alt\u0131ndad\u0131r. Amonyak azotu daha sonra nitrat azotu prosesi olu\u015fturmak \u00fczere oksitlenir, reaksiyon form\u00fcl\u00fc NH4+2O2--NO3-+H2O+2H+-\u25b3F (\u25b3F=351kj) Nitrifikasyon aerobik ko\u015fullar\u0131 korumal\u0131 ve kar\u0131\u015f\u0131m organik madde bak\u0131m\u0131ndan \u00e7ok y\u00fcksek olmamal\u0131d\u0131r. Denitrifikasyon reaksiyonu, nitrat amonyak ve nitrit azotunun denitrifikasyon bakterileri taraf\u0131ndan gaz halindeki azota indirgenmesi i\u015flemidir. Denitrifikasyon s\u00fcrecinde, denitrifikasyon bakterilerinin metabolik faaliyetleri yoluyla nitrat azotu, asimilasyon denitrifikasyonu ve nihayetinde bakteri v\u00fccudunun ayr\u0131lmaz bir par\u00e7as\u0131 haline gelen organik azot bile\u015fiklerinin olu\u015fumu olmak \u00fczere iki d\u00f6n\u00fc\u015f\u00fcm yolu olabilir ve di\u011feri heterojen denitrifikasyondur, nihai \u00fcr\u00fcn gaz halindeki azottur.<\/p>\n

S\u00fcre\u00e7: aktif \u00e7amur denitrifikasyonu geleneksel s\u00fcre\u00e7: BO\u0130, KO\u0130'yi gidermek i\u00e7in ilk havaland\u0131rma tank\u0131na kanalizasyon, b\u00f6ylece organik nitrojen amonyak s\u00fcrecini tamamlamak i\u00e7in NH3 NH4 formuna d\u00f6n\u00fc\u015ft\u00fcr\u00fcl\u00fcr. \u00c7\u00f6keltmeden sonra, kanalizasyon ikinci nitrifikasyon havaland\u0131rma tank\u0131na, nitrifikasyon reaksiyonuna girer, b\u00f6ylece NO3- -- N, nitrifikasyonun PH d\u00fc\u015f\u00fc\u015f\u00fcn\u00fc \u00f6nlemek i\u00e7in alkali atmak i\u00e7in alkalinite t\u00fcketmesi gerekir. \u00dc\u00e7\u00fcnc\u00fc a\u015f\u0131r\u0131 denitrifikasyon reakt\u00f6r\u00fc, burada anoksik ko\u015fullarda, NO3- ---N gaz halindeki N2'ye indirgenir ve atmosfere ka\u00e7ar, bu seviyede anaerobik - anoksik d\u00f6n\u00fc\u015f\u00fcml\u00fc \u00e7al\u0131\u015fma modunu almal\u0131d\u0131r, karbon kayna\u011f\u0131 d\u00f6k\u00fclebilir metanol de orijinal kanalizasyona bir karbon kayna\u011f\u0131 olarak eklenebilir.<\/p>\n

Anoksik - aerobik aktif \u00e7amur denitrifikasyon ve fosfor giderim sistemi: nitrifikasyon reakt\u00f6r\u00fc, sindirim \u00e7\u00f6zeltisinin bir k\u0131sm\u0131n\u0131 denitrifikasyon reakt\u00f6r\u00fcne geri d\u00f6nd\u00fcrerek tamamen reaksiyona girmi\u015ftir, denitrifikasyon reakt\u00f6r\u00fc, organik maddede bir karbon kayna\u011f\u0131 olarak at\u0131k sudaki denitrifikasyon bakterileri, solunum ve ya\u015fam aktiviteleri i\u00e7in bir resept\u00f6r olarak nitrattaki oksijenin geri d\u00f6n\u00fc\u015f\u00fcne, nitrat azotu gaz halindeki azota indirgenir, karbon kayna\u011f\u0131na eklenmesine gerek yoktur.<\/p>\n

10. Biyolojik fosfor gideriminin prensibi ve s\u00fcreci<\/strong><\/p>\n

Biyolojik fosfor giderimi, bir mikroorganizma s\u0131n\u0131f\u0131 olan fosfor giderici bakterilerin kullan\u0131lmas\u0131d\u0131r, a\u015f\u0131r\u0131 olabilir, fizyolojik ihtiya\u00e7lar\u0131n\u0131 a\u015fan miktarlarda, d\u0131\u015far\u0131dan fosfor yutulur ve bakterinin v\u00fccudunda depolaman\u0131n polimerizasyonu \u015feklinde fosfor, y\u00fcksek fosforlu \u00e7amur olu\u015fumu, at\u0131k su fosfor giderme etkisinden yol d\u0131\u015f\u0131ndaki sistemi hari\u00e7 tutar.<\/p>\n

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Fosfonatlar Antiskalantlar, Korozyon \u0130nhibit\u00f6rleri ve \u015eelatlama Maddeleri<\/strong><\/td>\n<\/tr>\n
Amino Trimetilen Fosfonik Asit (ATMP)<\/a><\/span><\/td>\nCAS No. 6419-19-8<\/td>\n<\/tr>\n
1-Hidroksi Etiliden-1,1-Difosfonik Asit (HEDP)<\/a><\/span><\/td>\nCAS No. 2809-21-4<\/td>\n<\/tr>\n
Etilen Diamin Tetra (Metilen Fosfonik Asit) EDTMPA (Kat\u0131)<\/span><\/a><\/td>\nCAS No. 1429-50-1<\/td>\n<\/tr>\n
Dietilen Triamin Penta (Metilen Fosfonik Asit) (DTPMPA)<\/span><\/a><\/td>\nCAS No. 15827-60-8<\/td>\n<\/tr>\n
2-Fosfonob\u00fctan -1,2,4-Trikarboksilik Asit (PBTC)<\/span><\/a><\/td>\nCAS No. 37971-36-1<\/td>\n<\/tr>\n
2-Hidroksi Fosfonoasetik Asit (HPAA)<\/span><\/a><\/td>\nCAS No. 23783-26-8<\/td>\n<\/tr>\n
HexaMethyleneDiamineTetra (MethylenePhosphonic Acid) HMDTMPA<\/span><\/a><\/td>\nCAS No. 23605-74-5<\/td>\n<\/tr>\n
Poliamino Polieter Metilen Fosfonik Asit (PAPEMP)<\/td>\n<\/td>\n<\/tr>\n
Bis(HexaMethylene Triamine Penta (Methylene Phosphonic Acid)) BHMTPMP<\/span><\/a><\/td>\nCAS No. 34690-00-1<\/td>\n<\/tr>\n
Hidroksietilamino-Di(Metilen Fosfonik Asit) (HEMPA)<\/span><\/a><\/td>\nCAS No. 5995-42-6<\/td>\n<\/tr>\n
Fosfonatlar\u0131n Tuzlar\u0131<\/strong><\/td>\n<\/tr>\n
Amino Trimetilen Fosfonik Asit'in tetra sodyum tuzu (ATMP-Na4)<\/span><\/a><\/td>\nCAS No. 20592-85-2<\/td>\n<\/tr>\n
Amino Trimetilen Fosfonik Asidin Penta sodyum tuzu (ATMP-Na5)<\/span><\/a><\/td>\nCAS No. 2235-43-0<\/td>\n<\/tr>\n
1-Hidroksi Etiliden-1,1-Difosfonik Asit Mono-sodyum (HEDP-Na)<\/span><\/a><\/td>\nCAS No. 29329-71-3<\/td>\n<\/tr>\n
\u00a0(HEDP-Na2)<\/span><\/a><\/td>\nCAS No. 7414-83-7<\/td>\n<\/tr>\n
1-Hidroksi Etiliden-1,1-Difosfonik Asidin Tetra Sodyum Tuzu (HEDP-Na4)<\/td>\nCAS No. 3794-83-0<\/td>\n<\/tr>\n
1-Hidroksi Etiliden-1,1-Difosfonik Asit'in potasyum tuzu (HEDP-K2)<\/td>\nCAS No. 21089-06-5<\/td>\n<\/tr>\n
Etilen Diamin Tetra (Metilen Fosfonik Asit) Pentasodyum Tuzu (EDTMP-Na5)<\/td>\nCAS No. 7651-99-2<\/td>\n<\/tr>\n
Dietilen Triamin Penta (Metilen Fosfonik Asit) (DTPMP-Na7)'in hepta sodyum tuzu<\/td>\nCAS No. 68155-78-2<\/td>\n<\/tr>\n
Dietilen Triamin Penta (Metilen Fosfonik Asit) (DTPMP-Na2) sodyum tuzu<\/td>\nCAS No. 22042-96-2<\/td>\n<\/tr>\n
2-Fosfonob\u00fctan -1,2,4-Trikarboksilik Asit, Sodyum tuzu (PBTC-Na4)<\/td>\nCAS No. 40372-66-5<\/td>\n<\/tr>\n
HexaMethyleneDiamineTetra (MethylenePhosphonic Acid) HMDTMPA-K6 Potasyum Tuzu<\/td>\nCAS No. 53473-28-2<\/td>\n<\/tr>\n
Bis hekzametilen triamin penta (metilen fosfonik asit) BHMTPH-PN(Na2)'in k\u0131smen n\u00f6tralize edilmi\u015f sodyum tuzu<\/td>\nCAS No. 35657-77-3<\/td>\n<\/tr>\n
Polikarboksilik Antiskalant ve Dispersan<\/strong><\/td>\n<\/tr>\n
Poliakrilik Asit (PAA) 50% 63%<\/td>\nCAS No. 9003-01-4<\/td>\n<\/tr>\n
Poliakrilik Asit Sodyum Tuzu (PAAS) 45% 90%<\/td>\nCAS No. 9003-04-7<\/td>\n<\/tr>\n
Hidrolize Polimaleik Anhidrit (HPMA)<\/span><\/a><\/td>\nCAS No. 26099-09-2<\/td>\n<\/tr>\n
Maleik ve Akrilik Asit Kopolimeri (MA\/AA)<\/td>\nCAS No. 26677-99-6<\/td>\n<\/tr>\n
Akrilik Asit-2-Akrilamido-2-Metilpropan S\u00fclfonik Asit Kopolimeri (AA\/AMPS)<\/td>\nCAS No. 40623-75-4<\/td>\n<\/tr>\n
TH-164 Fosfino-Karboksilik Asit (PCA)<\/td>\nCAS No. 71050-62-9<\/td>\n<\/tr>\n
Biyobozunur Antiskalant ve Dispersant<\/strong><\/td>\n<\/tr>\n
Poliepoksis\u00fcksinik Asit (PESA) Sodyum<\/span><\/a><\/td>\nCAS No. 51274-37-4<\/td>\n<\/tr>\n
CAS No. 109578-44-1<\/td>\n<\/tr>\n
Poliaspartik Asit Sodyum Tuzu (PASP)<\/span><\/a><\/td>\nCAS No. 181828-06-8<\/td>\n<\/tr>\n
CAS No. 35608-40-6<\/td>\n<\/tr>\n
Biyosit ve Algisit<\/strong><\/td>\n<\/tr>\n
Benzalkonyum Klor\u00fcr (Dodesil Dimetil Benzil amonyum Klor\u00fcr)<\/td>\nCAS No. 8001-54-5,<\/td>\n<\/tr>\n
CAS No. 63449-41-2,<\/td>\n<\/tr>\n
CAS No. 139-07-1<\/td>\n<\/tr>\n
\u0130zotiyazolinonlar<\/td>\nCAS No. 26172-55-4,<\/td>\n<\/tr>\n
CAS No. 2682-20-4<\/td>\n<\/tr>\n
Tetrakis (hidroksimetil) fosfonyum s\u00fclfat (THPS)<\/td>\nCAS No. 55566-30-8<\/td>\n<\/tr>\n
GLUTARALDEHYDE<\/td>\nCAS No. 111-30-8<\/td>\n<\/tr>\n
Korozyon \u0130nhibit\u00f6rleri<\/strong><\/td>\n<\/tr>\n
Toliltriazol\u00fcn sodyum tuzu (TTA-Na)<\/td>\nCAS No. 64665-57-2<\/td>\n<\/tr>\n
Toliltriazol (TTA)<\/td>\nCAS No. 29385-43-1<\/td>\n<\/tr>\n
1,2,3-Benzotriazol\u00fcn sodyum tuzu (BTA-Na)<\/td>\nCAS No. 15217-42-2<\/td>\n<\/tr>\n
1,2,3-Benzotriazol (BTA)<\/td>\nCAS No. 95-14-7<\/td>\n<\/tr>\n
2-Merkaptobenzotiyazol\u00fcn sodyum tuzu (MBT-Na)<\/td>\nCAS No. 2492-26-4<\/td>\n<\/tr>\n
2-Mercaptobenzothiazole (MBT)<\/td>\nCAS No. 149-30-4<\/td>\n<\/tr>\n
Oksijen Toplay\u0131c\u0131<\/strong><\/td>\n<\/tr>\n
Sikloheksilamin<\/td>\nCAS No. 108-91-8<\/td>\n<\/tr>\n
Morfolin<\/td>\nCAS No. 110-91-8<\/td>\n<\/tr>\n
Di\u011fer<\/strong><\/td>\n<\/tr>\n
Sodyum Dietilheksil S\u00fclfos\u00fcksinat<\/td>\nCAS No. 1639-66-3<\/td>\n<\/tr>\n
Asetil klor\u00fcr<\/td>\nCAS No. 75-36-5<\/td>\n<\/tr>\n
TH-GC Ye\u015fil \u015eelatlama Maddesi (Glutamik Asit, N,N-diasetik Asit, Tetra Sodyum Tuzu)<\/td>\nCAS No. 51981-21-6<\/td>\n<\/tr>\n<\/tbody>\n<\/table>","protected":false},"excerpt":{"rendered":"

10 At\u0131ksu Ar\u0131t\u0131m\u0131n\u0131n Proses Prensipleri 1. Biyofilm y\u00f6ntemi Biyofilm y\u00f6nteminin ar\u0131tma mekanizmas\u0131 1.1 Biyofilm aerobik ve anaerobik katmanlardan olu\u015fur, organik maddenin bozunmas\u0131 esas olarak aerobik katmanda ger\u00e7ekle\u015fir. 1.2 Havadaki oksijen akan su tabakas\u0131nda \u00e7\u00f6z\u00fcl\u00fcr ve buradan ba\u011fl\u0131 su tabakas\u0131 arac\u0131l\u0131\u011f\u0131yla biyofilme ge\u00e7er [...]<\/p>","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[168],"tags":[],"class_list":["post-7162","post","type-post","status-publish","format-standard","hentry","category-water-treatment"],"yoast_head":"\n10 Process Principles of Wastewater Treatment - Longchang Chemical<\/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:\/\/longchangchemical.com\/tr\/10-process-principles-of-wastewater-treatment-2\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"10 Process Principles of Wastewater Treatment - Longchang Chemical\" \/>\n<meta property=\"og:description\" content=\"10 Process Principles of Wastewater Treatment 1. Purification mechanism of biofilm method 1.1 Biofilm consists of aerobic and anaerobic layers, the degradation of organic matter mainly occurs in the aerobic layer. 1.2 Oxygen in the air is dissolved in the flowing water layer, from where it passes to the biofilm through the attached water layer […]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/longchangchemical.com\/tr\/10-process-principles-of-wastewater-treatment-2\/\" \/>\n<meta property=\"og:site_name\" content=\"Longchang Chemical\" \/>\n<meta property=\"article:published_time\" content=\"2024-07-26T11:51:29+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2024-07-31T06:09:26+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/longchangchemical.com\/wp-content\/uploads\/2024\/02\/logo-jpeg.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1000\" \/>\n\t<meta property=\"og:image:height\" content=\"1000\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"Longchang Chemical\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/longchangchemical.com\/10-process-principles-of-wastewater-treatment-2\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/longchangchemical.com\/10-process-principles-of-wastewater-treatment-2\/\"},\"author\":{\"name\":\"Longchang Chemical\",\"@id\":\"https:\/\/longchangchemical.com\/#\/schema\/person\/ecb1ad846136c6f1ca534b62978c6a8e\"},\"headline\":\"10 Process Principles of Wastewater Treatment\",\"datePublished\":\"2024-07-26T11:51:29+00:00\",\"dateModified\":\"2024-07-31T06:09:26+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/longchangchemical.com\/10-process-principles-of-wastewater-treatment-2\/\"},\"wordCount\":2255,\"publisher\":{\"@id\":\"https:\/\/longchangchemical.com\/#organization\"},\"articleSection\":[\"Water treatment\"],\"inLanguage\":\"tr\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/longchangchemical.com\/10-process-principles-of-wastewater-treatment-2\/\",\"url\":\"https:\/\/longchangchemical.com\/10-process-principles-of-wastewater-treatment-2\/\",\"name\":\"10 Process Principles of Wastewater Treatment - 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