I-Automatic Dehydrator Waste Dewatering Machine Yokuhlanza Indle
Inkampani yethu ihlale igxile ekuzisunguleni kobuchwepheshe obuzimele ngokwabo.Ngaphansi kokubambisana neNyuvesi yaseTongji, sithuthukise ngempumelelo isizukulwane esisha sobuchwepheshe bokukhipha amanzi ngodaka - i-screw plate ye-screw press, i-screw type sludge dehydrator ethuthuke kakhulu ngezici kakhulu kunokucindezela amabhande, ama-centrifues, isihlungi sepuleti kanye nohlaka. imishini yokunyathelisa, njll. Ihlanganisa ukungavimbeli, uhla olubanzi lwezinhlelo zokusebenza, ukusetshenziswa kwamandla okuphansi, ukusebenza okulula nokugcinwa.
Izingxenye Eziyinhloko:
Ukuhlushwa kwe-sludge & dewatering Body;I-Flocculation & Conditioning Tank;Hlanganisa iKhabhinethi Yokulawula Okuzenzakalelayo;I-Filtrate Collection Tank
Isimiso sokusebenza:
Ukuphoqa-amanzi ngesikhathi esifanayo;Ukususwa kwamanzi ongqimba oluncane;Cindezela okulingene;Ukunwetshwa kwendlela yokukhipha amanzi
Ixazulule izinkinga eziningana zobuchwepheshe zeminye imishini yokukhipha udaka efanayo okuhlanganisa umshini wokunyathelisa wamabhande, imishini ye-centrifuge, umshini wokuhlunga ipuleti-nohlaka, okuvamise ukuvala, ukwehluleka kokwelashwa kodaka / udaka lukawoyela, ukusetshenziswa kwamandla okuphezulu kanye nokusebenza okuyinkimbinkimbi njll.
Ukuqina: Uma i-shaft ishayelwa isikulufu, izindandatho ezihambayo eduze kwe-shaft ziya phezulu naphansi ngokuqhathaniswa.Amanzi amaningi acindezelwa aphume endaweni ejiyayo bese ewela ethangini lokuhlunga ukuze adonse amandla adonsela phansi.
Ukukhipha amanzi: Udaka olujiyile luya phambili ngokuqhubekayo ukusuka endaweni eshubile ukuya endaweni yokukhipha amanzi.Njengoba ukuphakama kwentambo ye-screw shaft iba mncane futhi iba mncane, ingcindezi egunjini lesihlungi iyanda ngokuya phezulu.Ngaphezu kokucindezela okukhiqizwa ipuleti le-back-pressure, i-sludge icindezelwa kakhulu futhi amaqebelengwane e-dryer sludge akhiqiza.
Ukuzihlanza: Amaringi anyakazayo azungeza ngokuqhubekayo aye phezulu naphansi ngaphansi kokusunduzwa kwe-screw shaft ngenkathi izikhala phakathi kwamaringi angaguquki nezindandatho ezihambayo ziyahlanzwa ukuze kuvinjwe ukuvinjelwa okwenzeka kaningi kumishini evamile yokukhipha amanzi.
Isici somkhiqizo:
Idivayisi ekhethekile yokugxilisa ingqondo kuqala, ukugxila kokuphakelayo okubanzi: 2000mg/L-50000mg/L
Ingxenye yokukhipha amanzi iqukethe indawo yokuqina kanye nendawo yokukhipha amanzi.Ukwengeza, idivayisi ekhethekile yokugxila ngaphambili ifakwe ngaphakathi kwe-flocculation tank.Ukugxilisa okuqinile kokuphakelayo okusebenzayo kungaba banzi kakhulu njengo-2000mg/L-50000mg/L.
Ukukhetha Imodeli
Imodeli | KWAKUYI-Sludge & Udaka Olunamakhemikhali Amanzi (Udaka oluncane) | I-Dissolved Air Flotation Sludge | I-Mix Raw Sludge I-Aerobic Digested Sludge & Udaka lwendle | ||
I-Sludge Concentration (TS) | 0.2% | 1% | 2% | 5% | 3% |
Idatha ye-HBD051 | ~0.4 kg-DS/ihora (0.2 m³/ihora) | ~0.6 kg-DS/ihora (0.06 m³/ihora) | ~2 kg-DS/ihora (0.1 m³/ihora) | ~4 kg-DS/ihora (0.08 m³/ihora) | ~5 kg-DS/ihora (0.16 m³/ihora) |
I-HBD 101 | ~2 kg-DS/ihora (1.0 m³/ihora) | ~3 kg-DS/ihora (0.3 m³/ihora) | ~5 kg-DS/ihora (0.25 m³/ihora) | ~10 kg-DS/ihora (0.2 m³/ihora) | ~13 kg-DS/ihora (0.43 m³/ihora) |
I-HBD 131 | ~4 kg-DS/ihora (2.0 m³/ihora) | ~6 kg-DS/ihora (0.6 m³/ihora) | ~10 kg-DS/ihora (0.5 m³/ihora) | ~20 kg-DS/ihora (0.4 m³/ihora) | ~26 kg-DS/ihora (0.87 m³/ihora) |
I-HBD 132 | ~8 kg-DS/ihora (4.0 m³/ihora) | ~12 kg-DS/ihora (1.2 m³/ihora) | ~20 kg-DS/ihora (1.0 m³/ihora) | ~40 kg-DS/ihora (0.8 m³/ihora) | ~52 kg-DS/ihora (1.73 m³/ihora) |
I-HBD 202 | ~16 kg-DS/ihora (8.0 m³/ihora) | ~24 kg-DS/ihora (2.4 m³/ihora) | ~40 kg-DS/ihora (2.0 m³/ihora) | ~80 kg-DS/ihora (1.6 m³/ihora) | ~104 kg-DS/ihora (3.47 m³/ihora) |
I-HBD 301 | ~20 kg-DS/ihora (10 m³/ihora) | ~30 kg-DS/ihora (3.0 m³/ihora) | ~50 kg-DS/ihora (2.5 m³/ihora) | ~100 kg-DS/ihora (2.0 m³/ihora) | ~130 kg-DS/ihora (4.33 m³/ihora) |
I-HBD 302 | ~40 kg-DS/ihora (20 m³/ihora) | ~60 kg-DS/ihora (6.0 m³/ihora) | ~100 kg-DS/ihora (5.0 m³/ihora) | ~200 kg-DS/ihora (4.0 m³/ihora) | ~260 kg-DS/ihora (8.67 m³/ihora) |
I-HBD 303 | ~60 kg-DS/ihora (30 m³/ihora) | ~90 kg-DS/ihora (9.0 m³/ihora) | ~150 kg-DS/ihora (7.5 m³/ihora) | ~300 kg-DS/ihora (6.0 m³/ihora) | ~390 kg-DS/ihora (13 m³/ihora) |
I-HBD 402 | ~80 kg-DS/ihora (40 m³/ihora) | ~120 kg-DS/ihora (12 m³/ihora) | ~200 kg-DS/ihora (10 m³/ihora) | ~400 kg-DS/ihora (8.0 m³/ihora) | ~520 kg-DS/ihora (17.3 m³/ihora) |
I-HBD 403 | ~120 kg-DS/ihora (60 m³/ihora) | ~180 kg-DS/ihora (18 m³/ihora) | ~300 kg-DS/ihora (15 m³/ihora) | ~600 kg-DS/ihora (12 m³/ihora) | ~780 kg-DS/ihora (26 m³/ihora)
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