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Визуальное отображение направлений деятельности ООО ИНЕКС
Визуальное отображение направлений деятельности ООО ИНЕКС
Визуальное отображение направлений деятельности ООО ИНЕКС

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Equipment for wastewater treatment & sediment processing


drum-type sediment thickener

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DRUM FILTER

Is intended for primary treatment of water in order to remove dredges with largeness of 5mm from sewages, as well as long fibers, sand, fatlike fractions whose dispersion is less than the size of filter's holes.

A drum filter is a saving version of mechanical treatment of sewages from the point of view of energy expense.

The construction of a drum filter is hermetic. It makes the arrangement of device easier and ensures the absence of scents, prevents spraying.

Servicing of a drum filter is fully corresponds to all the sanitary norms and regulations. The surface of the filter is cleaned hydro-dynamically or mechanically with the help of rotating brush.


Control facilities and protection devices

  • A drum filter is equipped with automated control system.
  • Ablution system has got a timing control
  • If necessary a driving reducer is equipped with a switch of easy (smooth) starting up.

Model DFA * Drum diameter (mm) Drum length (mm) productivity cu/m/h Engine (kwt) Mass
(kg)
400/1300/3
400
1300
10
0.5
180
400/1700/3
400
1700
20
0.5
200
500/1300/3
500
1300
30
0.5
220
600/1500/3
600
1500
40
1.1
280
600/2000/3
600
2000
80
1.1
320
600/2500/3
600
2500
160
1.1
360
800/2500/3
800
2500
650
1.5
450
800/3000/3
800
3000
900
1.5
500
1000/3000/3
1000
3000
1200
4
800

(*) -diameter of a drum/length/size of a hole,(mm)

    Terms of arrangement of a drum filter:

  • Length of drum filter +1m.
  • Diameter of a drum filter+1m.

Drum filteres are made of stainless acid-resistence steel (AISI304, AISI316).

In technological schemes of sewage treatment a drum filter substitutes sand catchers and primary settling tanks, what allows considerably reducing capital investments in construction and modernization of STC.

Operational costs when using drum filters appear to be much less than energy expenses of removal systems and washing out of sand from sand catchers and removal of sediment from primary tanks.



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