Elbi - Termoidraulica

SUGGESTED PLANT

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

DEGREASER

(DG / DG-PRO)

Note:

COMPOSIZIONE IMPIANTO

FINAL DRAINAGE

SCA

Table 3

DEGREASER

(DG / DG-PRO)

IMHOFF TANK

(a)

DEGRASSATORE

IMHOFF

(a)

PERCOLATORE

ANAEROBICO

FILTRO

PERCFIOLTLARTOORE

IMHOFF

BIOLOGICAL

TANKDEGRASSA

+TORE

DEGRASSATORE

TANK

(a)

DEGRASSATORE

BIOLOGICAL TREATMENT

THROUGH LOW LOAD

BI-CAMERAL

CORSO D’ACQUA

Tabella 3

SEPTIC TANK

TRI-CAMERADLEGRASSATORE

THROUGH EXTENDED

VASCA

IMHOFF

VASCA

DRIVEN SECONDARY

TREATMENT

VASCA

IMHOFF

(a)

ANAEROBIC

PERCOLATING FILTER

(FAN)

TRATTAMENTO

(g)

AERATION ACTIVATED

SLUDGE (FOT)

(a)

SECONDARIO

TRATTAMENTO

(a)

PERCOLATING FILTER

IM(VFHAONSFC) FA

(a)

IMHOFF

(a)

AEROBIC PERCOLATING

(b)

SECONDARIA

(c)

FAANEGRHOIBAICTOTIVI A

DEGRASSATORE

FILTRO

COVMASPCAOSIZIONE IMPIANTO

(f)

SCARICO FINALE

SEPTIC TANKDEGRASSATORE

VASCA

IMVHAOSFCFA

(a)

SETTIC

SECONDA

BASSO CARICO

CORSO D’ACQUA

(f)

Tabella 3

SUB-IRRIGATION

Table 3

SCARICO SU SUOLO

(f)

Tabella 4

SCARICO SU SUOLO

(f)

D R A I N O

He l

R O U N D

( e )

Table 4

(a)

PERCOLATORE

ANAEROBICO

(c)

IMHOFF

AEROBICO

(b)

FILTRO

ANAEROBIC

VASCA

SETTICA

+PIEMRPCIOALNAETXOPRAUELSION GULLY

FILTEVRA(SFCAAE)

VASCA

(a)

IMHOFF

(a)

SEPTIC

P R O C E S S O( F

) A

Z I

O N E T

O T

L E

IMHOFF

(a)

DEPURAZIONE

(d)

PHYTO-DIEMPPUIRAANTIONA FANGHI ATTIVI AD

OSSIDAZIONE TOTALE

(b)

FANGHFITAOT-TIVI A

(d)

(c)

DBEAPSUSROACZAIORNICEO

C T I V

EMAD

SCI

AE F A

N G H

I A

OI -

IMHOFF

IMPIANTO A

SECONDARY

TANK

(a)

DEGRASSATORE

TANK

DEGRASSATORE

TREATMENT

(d)

(a)

IMHOFF

(a)

SECONDARIO

DEGRASSATORE

TANK

(a)

DEGRASSATORE

TANK

(a)

DEGRASSATORE

SECONDARY

TREATMENT

(f)

VASCA

IMHOFF

(a)

TRATTAMENTO

SECONDARIO SPINTO

TRATTAMENTO

SECONDARIO SPINTO

IRRIGATION

Table 4

IRRIGAZIONE

Tabella 4

IRRIGAZIONE

(h)

Tabella 4

(g)

(h)

TANK

(a)

TANK

(a)

TANK

(a)

AEROBIC PERCOLATING

SECONDARY

(e)

ELBI S.p.A. – Amminist

(

)

zione e stabi

limento: Via Buccia, 9 – 350

)

0 LIMENA (PD) – Partita I.V.A. 00838770287

STREAM

FILTER (FAE)

SEPTIC

Table 3

Tel. 049 8840677 – Fax Commerciale 049 8841610 – Fax Amministrativo 049 769675 – Internet:

http://www.elbi.it – E-mail: info@elbi.it

Stabilimento e deposito: Via delle Magnolie – 70026 MODUGNO (BA) – Tel. 080 5316843 – Fax 080 5316822

(a)

BIOLOGICAL TREATMENT

THROUGH LOW LOAD

2/3

ELBI S.p.A. – Amministrazione e stabilimento: Via Buccia, 9 – 35010 LIMENA (PD) – Partita I.V.A. 00838770287

ACTIVATED SLUDGE

Tel. 049 8840677 – Fax Commerciale 049 8841610 – Fax Amministrativo 049 769675 – Internet:

http://www.elbi.it – E-mail: info@elbi.it

PROCESS (FBC)

Stabilimento e deposito: Via delle Magnolie – 70026 MODUGNO (BA) – Tel. 080 5316843 – Fax 080 5316822

PHYTO-DEPURATION

(d)

2/3

TREATMENT

SLUDGE (FOT)

BIOLOGICAL

THROUGH EXTENDED

AERATION ACTIVATED

a) Imhoff tanks are usually preferred instead of septic tanks. Check local ordinances before the installation of septic tanks as they could be only allowed in case of replacement within existing

plants or if required by local government.

b) The outlet of the aerobic percolating filters is fitted on the bottom of the tanks. In case of no slope to allow washing off the filter, it is recommended to uplift the sewage liquid in order to force

its drainage.

c) The outlet of the aerobic percolating filters is fitted on the bottom of the tanks. Solid particles flow away spontaneously. It is recommended to install after the aerobic percolating filters an

additional septic tank in order to avoid that solid particles may contaminate the environment.

In case of drainage directly on soil, the secondary septic tank must be installed also after anaerobic filters.

d) When phytodepuration is carried out after degreaser and imhoff tanks an absorption area of 4/6 m2/E.P. is required.

In case of phytodepuration as refining tertiary system an absorption area of 1 m2/E.P. is required

e) A stream must guarantee at least 120 days p/year of water flow. If this flow is not ensured, the final outlet has to be considered as wastewater on soil

f) For secondary treatment systems, please contact us.

g) For system with final destination as irrigation, please contact us.

N.B. Prior to installation, always contact the local responsible for obtaining the necessary permits for the dumping of the waste.

105