Description

Technical Data

Specification		DAF-005	DAF-010	DAF-015	DAF-020	DAF-030	DAF-040	DAF-050	DAF-080	DAF-100	DAF-200
Treating Capacity (m3/hr)		5	10	15	20	30	40	50	80	100	200
Power Consumption (KW)	Dissolved Pump	3	3	3	3.75	3.75	5	5.5	7.5	11	18.5
	Air Compressor	0.55	0.55	0.55	0.55	0.75	0.75	1.5	1.5	2.2	4
	Skimmer	0.1	0.1	0.1	0.1	0.2	0.2	0.2	0.4	0.4	0.4
	Coagulate Agitator	0.55	0.55	0.55	0.55	0.55	0.55	0.55	0.55	0.55	0.55
	Flocculate Agitator	0.55	0.55	0.55	0.55	0.75	0.75	0.75	1.1	1.1	1.1
	PH Agitator	0.55	0.55	0.55	0.55	0.75	0.75	0.75	1.1	1.1	1.1
External Dimensions (mm)	L	3600	4000	4900	5800	6100	6900	7600	8700	9500	17600
	W	1700	2000	2350	2350	2800	2800	2800	3400	3800	3800
	H	1850	2000	2140	2140	2260	2260	2260	2420	2420	2720
Reference Weight (kgs)		2490	2980	3650	4850	5380	5780	6350	8500	9800	18500

Features

• Design load rate 10m3/m2.h
• Retention time 25 – 30 mins
• Reflux ratio 30% – 50%
• Vessel pressure 0.4 – 0.5Mpa
• Air-water ratio 3% – 5%

Work Process

The wastewater enters RT1 (coagulation reaction tank) and RT2 (flocculation reaction tank) from the equalization tank through the lift pump, and coagulates with PAC flocculate with (PAM) respectively from the flocks.

Then the wastewater and dissolved water enter the reaction zone of the DAF tank, and the microbubbles and flocs in the dissolved water are mixed and adhered to form solid particles, which the density less than water, and float up to the surface of the DFA tank.

Under the action of buoyancy, scum is scraped to the slag tank, The clean water is collected down to the collection tank through the water collecting pipe, and most of the outer water is discharges (or into the next process), and a small part of the water is recirculated to from the dissolved water.