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PLASTIC MOULDINGS 

V

IA DELL

ARTIGIANATO

,

 

6

 

 

61026

 

LUNANO

 

(PU)

 

 

I

TALY 

 

T

EL

.

 

+39

 

0722

 

722801

 

 

F

AX 

+39

 

0722

 

70599

 

 

W

EB

:

 

www.rototec.it

 

 

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MAIL

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[email protected] 

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[email protected]

  

VAT

 

and TAX

 

CODE

  

01476690415

 

 

C

OMPANY 

C

APITAL

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120.000,00 

CCIAA

 

(C

HAMBER OF 

C

OMMERCE 

R

EG

.

 

N.)

 

12602

 

P

ESARO

 

 

 

 

 

DEPURO ONE Use and Maintenance Manual, Rev. 00 of 27/01/2016 

Page 8 of 13

 

   

 

 

7. USE AND MAINTENANCE 

 
 

From the moment the DEPURO ONE plant is put into operation, the aerobic and anaerobic bacterial flora starts to develop 

inside the two tanks. Obviously, a certain period of time is necessary in order to reach the correct balance and maximum 

treatment efficiency. This is known as the start-up phase, and can last between 2 and 5 weeks. To reduce this time, the 

use of a specific bio-activator is recommended. 

 
During normal operation of the treatment plant, in order to prevent even temporary reductions in its treatment efficiency, it 

is advisable to prevent the entry of toxic and poisonous substances unless previously diluted in a manner that reduces 

their impact on the bacterial flora. The main toxic chemical substances are: chlorine and its derivatives (bleach), synthetic 

solvents  and  diluents,  weed  killers,  insecticides,  mineral  oils,  substances  used  for  disinfection  in  general  and  toxic 

chemical substances in general. 

 
All ordinary and extraordinary maintenance operations must be carried out by suitably qualified personnel

 
Sludge  removal  and  disposal  operations  must  be  carried  out  by  specialist  companies  able  to  dispose  of  the  sludge  in 

accordance with current standards and legislation.  

 

Primary sedimentation tank 

 

An  excessive  accumulation  of  sedimentable  material  in  the  sludge  compartment  can  cause  uncontrolled  anaerobic 

digestion phenomena, leading to an over-production of biogas and bad smells. Furthermore, the reduction in the volume 

available in the digestion compartment and the excessive production of gas bubbles will cause the settled material to rise, 

causing deterioration in the quality of the treated effluent. 

The  use  of  the  Rototec  BIO-ACTIVATOR  is  highly  recommended  for  rendering  the  initiation  of  the  biological  processes 

more rapid, thus limiting the number of sludge removal operations and reducing the risk of malodorous emissions. 

The primary sedimentation tank of the DEPURO ONE plant is designed to accumulate primary and secondary recirculation 

sludge  for  a  period  of  6-8  months  plant  operation.  A  minimum  of  1-2  inspections  per  year  by  qualified  personnel  and 

eventual emptying operations must be programmed according to the loads fed to the tank. Once the settled sludge has 

been removed, the internal surfaces of the tank must be cleaned in order to eliminate any material obstructing the effluent 

inlet and outlet pipes and the outlet of the sedimentation chamber.  

During periodic inspections, also make sure that the sludge recirculation pipe is working properly and, if necessary, clean it 

internally using a jet of pressurised water. 

 
Oxidation treatment plant 

 

Check the sedimentation tank periodically to see whether there are areas of sludge build-up. In the same way, also check 

the  characteristics  of  the  effluent  in  the  oxygenation  section.  The  effluent  must  be  rather  clear,  with  suspended  flakes 

(activated  sludge)  that  are  clearly  defined  and  light  brown  in  colour.  If  there  is  an  excessive  build-up  of  sludge  in  the 

sedimentation  chamber  and  the  effluent  is  excessively  turbid  with  dark,  stringy  flakes,  the  sludge  must  be  removed.  As 

with the primary sedimentation tank, the oxidation tank normally requires cleaning and pumping out every 6-8 months. 

Содержание DEPURO ONE

Страница 1: ...415 COMPANY CAPITAL 120 000 00 CCIAA CHAMBER OF COMMERCE REG N 12602 PESARO DEPURO ONE Use and Maintenance Manual Rev 00 of 27 01 2016 Page 1 of 13 UNI EN12566 3 CERTIFIED Domestic Sewage Treatment Pl...

Страница 2: ...ewage treatment levels of the system High sewage treatment efficiency Wide range of models for dwellings of 2 to 40 Population Equivalents Simpler maintenance and reduced management costs Easy and che...

Страница 3: ...to stable non putrescible compounds as follows organic substance O2 new bacteria CO2 H2O working as aerobic bacteria organic substance new bacteria CO2 CH4 H2S H2O working anaerobic bacteria The diffe...

Страница 4: ...st tank The physical process of gravity separation combined with the cold anaerobic digestion processes that take place in this first tank result in an over 50 reduction of the solid and organic compo...

Страница 5: ...61 31 2 DEPURO04ONE 1150 1720 1360 1340 110 362 906 906 362 800 240 61 31 4 DEPURO07ONE 1710 1350 1000 980 125 629 1432 1432 629 1400 420 91 31 7 DEPURO10ONE 1710 1625 1240 1220 125 760 1765 1765 760...

Страница 6: ...ng Install the tanks scrupulously following the installation instructions supplied by ROTOTEC Paragraph 9 DEPURO ONE plants must always be installed underground Blowers compressors Diaphragm type air...

Страница 7: ...wo blower compressors to be managed independently Each blower has an ON OFF switch a thermal cut out and a digital timer to adjust when it is turned on and off The thermal cut outs are connected to a...

Страница 8: ...olled anaerobic digestion phenomena leading to an over production of biogas and bad smells Furthermore the reduction in the volume available in the digestion compartment and the excessive production o...

Страница 9: ...s of the year use a strainer to periodically remove any larvae that may proliferated following the reduction in the dispersion effect of the oxygen Blowers compressors The blowers do not have any movi...

Страница 10: ...rototec It PEC rototec pec it VAT and TAX CODE 01476690415 COMPANY CAPITAL 120 000 00 CCIAA CHAMBER OF COMMERCE REG N 12602 PESARO DEPURO ONE Use and Maintenance Manual Rev 00 of 27 01 2016 Page 10 o...

Страница 11: ...let or outlet pipes G For the choice of backfill material and compaction methods refer to European Standards UNI ENV 1046 and UNI EN 1610 H During the installation works mark the boundary of the worki...

Страница 12: ...backfilled gradually cover with topsoil NOT clayey limey material NOT excavated material to a depth of 30 40cm leaving the inspection covers exposed In this way the area concerned is suitable for pede...

Страница 13: ...he bottom of the excavation must be covered by a bed of 2 6 washed gravel and the sides of the tank backfilled with gravel diameter 20 30mm to aid drainage For tank filling and backfilling see para 2...

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