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China Drum Screen - China Supplier
China Drum Screen - China Supplier

Drum Screen

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Contact Info
  • Add:宜興市高塍鎮(zhèn)國際環(huán)保城19棟28-29, Zip: 214214
  • Contact: 宜興市高塍鎮(zhèn)國際環(huán)保城19棟28-29
  • Tel:051087896608
  • Email:yxhuanbao@126.com

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Description
Additional Information

I. Product Overview 
The ZG type drum screen is independently designed by our factory with reference to imported equipment. This device removes floating debris and sediment from water intakes, and after squeezing and dewatering the screened residue, it discharges the waste.                                                      It is suitable for urban water supply/drainage, industrial water supply/drainage, and other water intakes to intercept and remove contaminants from water bodies. 
II. Working Principle: 
The drum screen, also known as a fine screen filter or spiral screen machine, is an integrated device combining a fine screen cleaner, a spiral conveyor for screened residue, and a spiral press for dewatering. 
The screen blades form a drum-shaped basket with specific gap spacing. The water to be treated flows into the front of the drum basket, passes through the screen filtration, and exits through the outlet. Debris is retained on the screen surface. When the water level difference inside and outside the screen reaches a certain value, a rotating rake installed on the central shaft rotates to clean the debris. When the rake gathers the debris to the top of the drum basket (12 o'clock position), the residue begins to discharge (debris that can fall by gravity is discharged into the residue chute). The rake then rotates 150 degrees backward, and a cleaning blade at the top of the drum basket automatically scrapes off the debris adhering to the rake teeth, discharging it into the residue chute. The screened residue is lifted by a spiral conveyor at the bottom of the chute, compressed and dewatered in the upper pressing section, and then transported away. The solid content of the residue can reach 35%–45% DS. 

III. Reference Table for Wastewater Throughput:

Screen Gap e

e=0.5mm

e=1mm

e=2mm

e=3mm

Relative Free Filtering Area

18.5%

31.5%

47.6%

57.7%

Screen Diameter

Submerged Screen
Filtering Area (m2)

Water Flow Rate (I/S)

Water Flow Rate (I/S)

Water Flow Rate (I/S)

Water Flow Rate (I/S)

600

0.310

21

35

53

64

780

0.542

36

61

92

112

1000

0.914

61

103

155

190

1200

1.254

83

141

213

260

1400

1.795

119

201

305

372

1600

2.358

156

265

401

489

1800

2.993

198

336

509

621

2000

3.696

245

415

628

766

2200

4.465

296

501

759

926

2400

5.318

353

597

904

1103

2700

6.245

501

848

1168

1425

3000

8.263

663

1122

1545

1885

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