Post navigation en Chenzhou, Hunan, China

Especificaciones

Condición
nuevo
Item
Pre-treatment /Biological design
Fibrous or hairs or other sharp material that may clog the module or damage the membrane
Physical/chemical pretreatment (coarse bar screen, aerated grit and sand removal, fine screen, coagulation…)
Fat, oil and grease (fog)
< 5 (at the inlet of biological treatment), Typical FOG levels found in domestic wastewater will not affect the membrane performance
Ph adjustment
Better between 6—8, dosing system if needed
Temperature, bod, cod, ss, tn, tp, tds
In the case of typical municipal sewage treatment with proper MLSS concentration & operating at mild temperatures, approximately 6 to 8 hours of HRT under average flow conditions may be appropriate in order to avoid ammonia peaks during hydraulic peak flows. it can design anaerobic, anoxic and/or aerobic tank
Suction pump
l 2 sets one working one standby.l suction head lift=6m.l rated head=15—25m. working pressure 0.15—-0.25MPal Rated flow≥1.2 x deigned averaged flow.
Backwash pump
l rated head=10—15m. working pressure 0.1—0.15MPal Rated flow≥2 x deigned averaged flow.l it better to add the cartridge filter for backwash water, for big capacity project need design the Frequency converter.
Reflux pump
l rated head=10—15m.l Rated flow≥2 x deigned averaged flow
Air blower
l 1 working 1 standby.l Continues fine bubble aeration.l Aeration Vibration volume between 0.15—0.2 Nm3 /m². Hour
Electrical valves
l One permeates valve, synchronous working with suction pump.l One backwash valve, synchronous working with backwash pump
ID de Anuncio
97462017

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Ubicación
🇨🇳 Chenzhou, Hunan, China

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