SINTOKOGIO manufactures Effluent Treatment Equipment, Waste water Treatment Equipment, Denitration Equipment.

Hypervac is precoat type effluent treatment
equipment which operates by means of a vacuum
filter not only to accomplish clear filtration but
also to accomplish simple system, providing new
levels of high performance and achieving low cost
effluent treatment through the use of special
mechanisms.


【DUP-05AC】	【DUP-10AC】

【DUP-15AC】	【DUP-20ACl】

【DUP-15CF】	【Scraper】

【DUP-05BC Model】

*	Effluent with solids measuring 1 micronm or more in size can be treated without theuse of flocculants.
*	Since flocculation equipment is provided, colloidai substances can be filtered so as tobe included in flock or heavy metals can be filtered as part of hydroxide.
*	Even effluent with low suspended solids (SS) concentrations which cannot be treated by a filter press, belt filter or centrifugal separator, etc. can be filtered easily.
*	No matter what type of effluent, there is no colgging and trouble.
*	Normally, cake with an extremely low water content, 40 - 75%, can be obtained.

1.	Filter aid and water are introduced into the precoat tank and agitated.
2.	The agitated filter aid and water are sent to the precoat vacuum filter and pasted on the surface of the filter drum.
3.	The influent is stored in the pit, then after its consistency has been made uniform, it is sent to the coagulation tank.
4.	Flocculant stored in the flocculant tank is sent to coagulating tank. This flocculantcauses the coagutation of suspended solid in sffuent.
5.	Coagulated effluent is then sent from the coagulation tank to the vacuum filter.
6.	The solution is filtered in the vacuum filter, then is discharged or reused.
7.	The cake is peeled by the scraper.
8.	The separated cake accumulates in the cake receptacle.

Item	DUP-05AC	DUP-10AC	DUP-15AC	DUP-20AC
Treatment Volume	200-1500 Liter/Ｈｒ	400-3000 Liter/Ｈｒ	600-4500 Liter/Ｈｒ	800-6000 Liter/Ｈｒ
Filter Area	0.5m³	1.0m³	1.5m³	2.0m³
Scraper Speed	0.1mm/min
Vacuum Pump	0.8m³/min× 500mmHg×32A	1.3m³/min× 500mmHg×40A	1.8m³/min× 500mmHg×40A	2.7m³/min× 500mmHg×50A
Precoat Tank	180 Liter	180 Liter	450 Liter	1000 Liter
Flocculant Tank	180 Liter	200 Liter	200 Liter	400 Liter
Flocculant Aid Tank	180 Liter	200 Liter	200 Liter	400 Liter
Cake Receptacle	100 Liter	None	None	None
Total Power Consumption	Approx. 5.1KW	Approx. 7.1KW	Approx. 7.6KW	Approx. 9.6KW
Machine Dimensions (mm)	2150W×1580L ×1900H	2900W×1700L ×2050H	2850W×1900L ×2300H	4900W×3020L ×2660H

●Barrel Finishing Effluent Treatment	●Flexographic Press Effluent Treatment
●Die Casting Effluent Treatment	●Plating Effluent Treatment
●Painting Effluent Treatment	●Rinsing Effluent Treatment of Ceramic industries
●Garbage Burning Effluent Treatment	●Veneer Adhesive Washing Effuent Treatment
●Fluorescent Marker Effluent Treatment	●Acid Rinsing Effluent Treatment
●Bonderite Effluent Treatment	●Test Laboratory Effluent Treatment
●Alkaline Effluent Treatment	●Household Effluent Treatment
●Ferrite Effluent Treatment	●Other Plant Effluent Treatment
●Wet Dust Collector Effluent Treatment	●Others

■ Mass Finishing Effluent

	Rough Finishing Effluent		Gloss Finishing Effluent
	Before Treatment	After Treatment	Before Treatment	After Treatment
SS（mg/Liter）	2,900	1.4	1,200	5.0
ＰＨ	9.3	7.0	8.8	7.9
Clarity（ｃｍ）	0	>30	<5	>30
BOD（mg/Liter）	100	14	1,800	57
COD（mg/Liter）	―	―	590	41
Cake Water Content（%）	―	38	―	49
Treatment Volume （Liter/Hr）	―	480	―	280
Model used	DUP-05

■ Flexographic Press Effluent

	Before Treatment	After Treatment
SS（mg/Liter）	3,800	5.0
pH	8.2	7.2
Clarity（ｃｍ）	<5	>30
BOD（mg/Liter）	370	35
Cake Water Content（%）	－	55
Treatment Volume （Liter/Hr）	－	300
Model used	DUP-05

■ Rinsing Water of Ceramic industries

	Before Treatment	After Treatment
SS（mg/Liter）	4,100	5.0
pＨ	10.4	8.1
Clarity（ｃｍ）	<5	>30
Pb（mg/Liter）	250	0.05
Zn（mg/Liter）	11	0.03
Cake Water Content（%）	－	53
Treatment Volume （Liter/Hr）	－	550
Model used	DUP-05

■ Plating Effluent

	Before Treatment	After Treatment
SS（mg/Liter）	15,800	3.0
pH	7.3	7.0
Clarity（ｃｍ）	0	>30
Cake Water Content（%）	－	72
Treatment Volume （Liter/Hr）	－	180
Model used	DUP-05

■ Acid Rinsing Effluent

	Before Treatment	After Treatment
SS（mg/Liter）	820	5.0
pＨ	2.6	7.7
Clarity（ｃｍ）	<5	>30
Cake Water Content（%）	－	67
Treatment Volume （Liter/Hr）	－	80
Model used	DUP-02

Note: Sludge treatment following pretreatment.

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