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PLASTIC MOULDINGS 

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IA DELL

ARTIGIANATO

,

 

6

 

 

61026

 

LUNANO

 

(PU)

 

 

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TALY 

 

T

EL

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+39

 

0722

 

722801

 

 

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AX 

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0722

 

70599

 

 

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EB

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www.rototec.it

 

 

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and TAX

 

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01476690415

 

 

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OMMERCE 

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EG

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N.)

 

12602

 

P

ESARO

 

 

 

 

 

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

Page 4 of 13

 

   

 

 

OUTLET 

INSTALLATION DIAGRAM 

5. DEPURO ONE 

 

The  DEPURO  ONE  treatment  plant  inside  the  two 

tanks  exploits  and  optimises  these  processes  in  a 

controlled  environment.  This  it  does  in  a  manner  that 

ensures that the principal reference parameters BOD

5

COD, SS (Suspended Solids) and N

tot

 (Total Nitrogen) 

at  the  discharge  are  within  the  limits  set  by  current 

standards. 

 

The treatment plant itself is made up of the following sections: 

 

 

Primary  sedimentation  tank:  is  a  true  Imhoff  type  biological  tank  consisting  of  two  overlapping  and  hydraulically

 

communicating  compartments.  In  the  upper  compartment  the  sedimentable  solids  drop  to  the  bottom  of  the 

sedimentation  chamber  by  gravity.  The  chamber  is  suitably  inclined  to  allow  the  sludge  to  pass  into  the  lower 

compartment.  Here  the  sludge  accumulates  and  is  partially  digested  by  anaerobic  bacterial  micro  flora  which 

develops and remains active.  

In  the  same  way,  the  components  with  a  specific  weight  lower  than  that  of  water  (e.g.  oils  and  greases,  foam,...) 

separate from the effluent and accumulate in the upper compartment of the tank. 

The  surplus  sludge  recirculated  by  the  oxidation  treatment  plant  installed  downstream  also  accumulate  in  this  first 

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 component in the effluent itself. 

 

Oxidation  treatment  plant  with  recirculation:  this  tank  is  also  divided  into  two  sections:  the  lower  and  larger 

section  provides  for  oxygenation  of  the  effluent,  whereas the  (successive)  upper  section  forms  a  stilling  tank  in 

which the residual surplus sludge separates from the effluent, accumulates at the bottom of the tank, and is returned 

to the first tank via an air-lift type recirculation system. The oxygen required to develop the aerobic reactions is made 

available  in  dissolved  form  through  dissolution  in  the  liquid  of  the  oxygen  present  in  the  atmosphere,  by  means  of 

energetic  artificial  aeration  using  suitable  blowers/compressors  and  micro-bubble  air  diffusers,  located  on  the 

bottom  of  the  tank.  Complex  phenomena  are  set  up  in  the  oxygen-rich  environment  of  the  aeration  compartment. 

These  are  chemical  (chemical  oxidation  of  the  malodorous  substances),  physical  (the  jelly-like  flakes  of  activated 

sludge trap any solids that may have escaped primary treatment) and above all biological (the micro-organisms use 

the dissolved organic substances to develop, transforming them into a living substance that can be separated from 

the  water  by  sedimentation).  The  two  blowers/compressors  (the  oxygenation  blower  and  the  one  feeding  the 

recirculation system) are low-energy diaphragm compressors equipped with a control panel with digital timers 

to  optimise  the  system  on/off  timing.  This  control  panel  also  has  a  buzzer  and  a  visual  alarm  to  indicate  any 

malfunctions in the compressors.

 

 

 

1. 

2. 

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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