31
THERMAX THERMAX IN SEWAGE TREATMENT PLANTS ( STP) IN SEWAGE TREATMENT PLANTS ( STP) MBR INSTALLATION AT IISC BANGALORE MEMBRANE ELEMENT AUTOMATION

IN SEWAGE TREATMENT PLANTS ( STP) · IN SEWAGE TREATMENT PLANTS ( STP) SKID MOUNTED STP - BIOFILTER . ... Civil The above are available in following configuration: Std FAB ( 5 Mtr

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TH

ER

MA

XT

HE

RM

AX

IN S

EW

AG

E T

RE

AT

ME

NT

PL

AN

TS

( S

TP

)IN

SE

WA

GE

TR

EA

TM

EN

T P

LA

NT

S (

ST

P)

MB

R I

NS

TA

LL

AT

ION

AT

IIS

C B

AN

GA

LO

RE

ME

MB

RA

NE

ELE

ME

NT

AU

TO

MA

TIO

N

TH

ER

MA

XT

HE

RM

AX

IN S

EW

AG

E T

RE

AT

ME

NT

PL

AN

TS

( S

TP

)IN

SE

WA

GE

TR

EA

TM

EN

T P

LA

NT

S (

ST

P)

SK

ID M

OU

NT

ED

ST

P -

BIO

FIL

TE

R

Sew

age T

reatm

ent P

lants

Exi

stin

g o

fferings

FA

B –

Flu

idiz

ed A

ero

bic

Bio

React

or

Capaci

ty -

15 m

3/d

ay

to

15

0 M

LD

400

mg

/ l

TS

S

100

mg

/ l

O &

G

600

/10

00

mg

/ l

CO

D

300

/50

0m

g /

lB

OD

7 –

8-

PH

Ho

tels

225

Ho

us

ing

175

Ltr

s/p

ers

on

/da

y

Sew

ag

e g

en

era

tio

n @

85

% o

f th

e a

bo

ve

Raw

Sew

ag

e

PE

R C

AP

ITA

WA

TE

R C

ON

SU

MP

TIO

N

Urb

an

iza

tio

n –

Ex

isti

ng

off

eri

ng

s

FA

B

•Pre

fab

ric

ate

d s

tru

ctu

re

•Civ

il

Th

e a

bo

ve

are

av

ail

ab

le i

n f

oll

ow

ing

c

on

fig

ura

tio

n:

Std

FA

B (

5 M

trS

WD

)

Ba

se

me

nt

Fa

b(

3 M

trS

WD

) –

10

0 t

o 4

00

m

3/d

ay

Lo

w F

low

Fa

b–

( 2

.5 M

trS

WD

) –

15

to

55

m

3/d

ay

Ba

se

me

nt

FA

B

RE

DU

CE

D S

WD

FR

OM

5 T

O 3

MT

RR

ED

UC

ED

SW

D F

RO

M 5

TO

3 M

TR

OV

ER

AL

LH

EIG

HT

O

VE

RA

LL

HE

IGH

T ––

4.8

MT

R IN

CL

UD

ING

HE

AD

RO

OM

4.8

MT

R IN

CL

UD

ING

HE

AD

RO

OM

CA

PA

CIT

Y

CA

PA

CIT

Y ––

100

100 ––

150

150 ––

200

200 ––

250

250 --

300

300 --

400 M

3/D

AY

400 M

3/D

AY

PR

EF

AB

RIC

AT

ED

AN

D C

IVIL

UN

ITS

PR

EF

AB

RIC

AT

ED

AN

D C

IVIL

UN

ITS

BA

SE

ME

NT

IN

ST

AL

LA

TIO

NB

AS

EM

EN

T IN

ST

AL

LA

TIO

N

CA

PIT

AL

CO

ST

MO

RE

TH

AN

NO

RM

AL

FA

B(

8C

AP

ITA

L C

OS

T M

OR

E T

HA

N N

OR

MA

L F

AB

( 8

-- 10

%)

10

%)

OP

ER

AT

ING

CO

ST

O

PE

RA

TIN

G C

OS

T ––

MA

RG

INA

LL

Y U

P

MA

RG

INA

LL

Y U

P ––

5%

5%

CL

AR

ISE

TT

LE

R IN

PL

AC

E O

F T

UB

E S

ET

TL

ER

CL

AR

ISE

TT

LE

R IN

PL

AC

E O

F T

UB

E S

ET

TL

ER

CL

AR

ISE

TT

LE

R

CL

AR

ISE

TT

LE

R ––

2.5

MS

WD

2.5

MS

WD

CL

AR

ISE

TT

LE

R H

T O

VE

RA

LL

C

LA

RIS

ET

TL

ER

HT

OV

ER

AL

L ––

3.1

M3.1

M

AR

EA

MO

RE

CO

MP

AR

ED

TO

ST

D F

AB

DU

E T

O H

IGH

ER

DIA

A

RE

A M

OR

E C

OM

PA

RE

D T

O S

TD

FA

B D

UE

TO

HIG

HE

R D

IA

SL

UD

GE

HO

LD

ING

TA

NK

FO

R 7

DA

YS

S

LU

DG

E H

OL

DIN

G T

AN

K F

OR

7 D

AY

S ––

SD

B N

OT

PO

SS

IBL

ES

DB

NO

T P

OS

SIB

LE

Lo

w F

low

F

AB

RE

DU

CE

D S

WD

FR

OM

5 T

O 2

.5 M

TR

RE

DU

CE

D S

WD

FR

OM

5 T

O 2

.5 M

TR

OV

ER

AL

LH

EIG

HT

O

VE

RA

LL

HE

IGH

T ––

5.3

MT

R IN

CL

UD

ING

HE

AD

5.3

MT

R IN

CL

UD

ING

HE

AD

R

OO

MR

OO

M

CA

PA

CIT

Y

CA

PA

CIT

Y ––

15

15 ––

25

25 ––

35

35 ––

55 M

3/D

AY

55 M

3/D

AY

PR

EF

AB

RIC

AT

ED

P

RE

FA

BR

ICA

TE

D ––

AL

L A

BO

VE

CA

PA

CIT

IES

A

LL

AB

OV

E C

AP

AC

ITIE

S

CIV

IL

CIV

IL ––

35

35 ––

55 M

3/D

AY

55 M

3/D

AY

HY

BR

ID B

IOF

ILT

ER

HY

BR

ID B

IOF

ILT

ER

WO

RK

ING

OF

BIO

FIL

TE

RW

OR

KIN

G O

F B

IOF

ILT

ER

PA

TE

NT

AP

PL

ICA

TIO

N N

O :

-1419/M

UM

/2009

HY

BR

ID B

IOF

ILT

ER

H

YB

RID

BIO

FIL

TE

R

S

ing

le s

tag

e p

rocess b

ased

on

co

mb

inati

on

of

att

ach

ed

gro

wth

S

ing

le s

tag

e p

rocess b

ased

on

co

mb

inati

on

of

att

ach

ed

gro

wth

an

d a

ero

bic

dig

esti

on

an

d a

ero

bic

dig

esti

on

Ca

pa

cit

y

Ca

pa

cit

y ––

10, 20 , 3

0 a

nd

50 M

3/d

ay

10, 20 , 3

0 a

nd

50 M

3/d

ay

W

ith

TT

P b

y d

efa

ult

Wit

h T

TP

by d

efa

ult

E

nd

use

En

d u

se ––

Ga

rde

nin

g, H

VA

CG

ard

en

ing

, H

VA

C

To

ilet

flu

sh

ing

po

st

UF

To

ilet

flu

sh

ing

po

st

UF

M

.S. E

po

xy

M.S

. E

po

xy ––

pre

fab

ricate

d o

fferi

ng

pre

fab

ricate

d o

fferi

ng

S

kid

mo

un

ted

un

itS

kid

mo

un

ted

un

it

Clie

nts

sc

op

e

Clie

nts

sc

op

e ––

Bar

sc

ree

n c

ha

mb

er,

B

ar

sc

ree

n c

ha

mb

er,

Eq

Eq

tan

kta

nk

Id

eal fo

r B

asem

en

t in

sta

llati

on

s. T

err

ace in

sta

llati

on

s p

ossib

leId

eal fo

r B

asem

en

t in

sta

llati

on

s. T

err

ace in

sta

llati

on

s p

ossib

lew

ith

ad

d

wit

h a

dd

on

so

ns

C

lea

r h

eig

ht

req

uir

ed

C

lea

r h

eig

ht

req

uir

ed

––3.8

3.8

Mtr

Mtr

. U

nit

ht

3.3

. U

nit

ht

3.3

Mtr

sM

trs

O

pe

rati

on

wit

h M

inim

um

No

ise

Op

era

tio

n w

ith

Min

imu

m N

ois

e

Pro

cess P

ate

nt

pen

din

gP

rocess P

ate

nt

pen

din

g

Qu

ality

Re

qu

ire

men

ts

Qu

ality

Re

qu

ire

men

ts

Qu

ality

Re

qu

ire

men

ts

Qu

ality

Re

qu

ire

men

ts

Qu

ality

Re

qu

ire

men

ts

Qu

ality

Re

qu

ire

men

ts

Qu

ality

Re

qu

ire

men

ts

Qu

ality

Re

qu

ire

men

ts

an

d

an

d

an

d

an

d

an

d

an

d

an

d

an

d

Th

erm

ax S

olu

tio

ns

Th

erm

ax S

olu

tio

ns

Th

erm

ax S

olu

tio

ns

Th

erm

ax S

olu

tio

ns

Th

erm

ax S

olu

tio

ns

Th

erm

ax S

olu

tio

ns

Th

erm

ax S

olu

tio

ns

Th

erm

ax S

olu

tio

ns

TR

EA

TE

D S

EW

AG

E C

HA

RA

CT

ER

IST

ICS

AF

TE

R C

CT

< 1

00

mg /

lT

SS

< 1

0.0

mg /

lO

& G

< 2

50

mg /

lC

OD

< 3

0m

g /

lB

OD

7 –

8-

PH

For

dis

posa

l in

w

ate

r b

od

y

TR

EA

TE

D S

EW

AG

E C

HA

RA

CT

ER

IST

ICS

AF

TE

R T

TP

< 3

0m

g /

lT

SS

< 1

0.0

mg /

lO

& G

< 1

00

mg /

lC

OD

< 2

0m

g /

lB

OD

7 –

8-

PH

For

dis

posa

l on

la

nd

Applic

atio

nA

pplic

atio

n-- w

ise

wis

e

Qualit

y R

eq

uire

me

nts

Qualit

y R

eq

uire

me

nts

C

oolin

g tow

ers

Coolin

g tow

ers

B

OD

BO

D<<

10

mg

/l1

0 m

g/l

C

OD

CO

D<<

10

0 m

g/l

10

0 m

g/l

T

SS

TS

S<<

10

mg

/l1

0 m

g/l

H

ard

ne

ssH

ard

ne

ss<<

20

0 m

g/l

(Va

ria

ble

)2

00

mg

/l (V

ari

ab

le)

For

coolin

g t

ow

ers

For

coolin

g t

ow

ers

Applic

atio

nA

pplic

atio

n-- w

ise

wis

e

Qualit

y R

eq

uire

me

nts

Qualit

y R

eq

uire

me

nts

G

ard

enin

g / h

ort

icultu

reG

ard

enin

g / h

ort

icultu

re

BO

DB

OD

<<2

0 m

g/l

20

mg

/l

C

OD

CO

D<<

10

0 m

g/l

10

0 m

g/l

T

SS

TS

S<<

10

0 m

g/l

10

0 m

g/l

P

ath

og

en

sP

ath

og

en

s::

De

De

-- ac

tiv

ate

da

cti

va

ted

(TS

S w

ou

ld a

lso

be

de

cid

ed

by

spri

nkl

er

syst

em

.)(T

SS

wo

uld

als

o b

e d

eci

de

d b

y sp

rin

kle

r sy

stem

.)

Mem

bra

nes

for

Wate

r T

reatm

ent

Mem

bra

nes

for

Wate

r T

reatm

ent

0.0

001

0.0

01

0.0

10.1

110

100

µ µµµm

hair

Crypto-

sporidium

small

est

micr

o-or

gani

sm

polio

viru

s

Susp

ende

d so

lids

Susp

ende

d so

lids

Para

sites

Para

sites

Bact

eria

Bact

eria

Org.

mac

ro. m

olec

ules

Org.

mac

ro. m

olec

ules

Viru

ses

Viru

ses

Collo

ids

Collo

ids

Diss

olve

d sa

ltsDi

ssol

ved

salts

Sand

filt

ratio

nSa

nd f

iltra

tion

Micr

ofilt

ratio

nMi

crof

iltra

tion

Ultra

filtra

tion

Ultra

filtra

tion

Nano

filtra

tion

Nano

filtra

tion

Reve

rse O

smos

isRe

vers

e Osm

osis

ZENO

N m

embr

ane r

ange

Co

mp

ari

so

n o

f P

rocess W

ate

r

(a):

Ra

w s

ew

ag

e,

(b

): a

era

tio

n t

an

k,

(c

):B

iore

ac

tor

tan

k o

f M

BR

,

(d):

MB

R p

erm

ea

te,

(e

): R

O p

erm

ea

te

(a)

(b

) (c

)

(d)

(e)

Sew

age

Tre

atm

ent P

lants

Em

erg

ing T

ech

nolo

gie

s

Mem

bra

ne B

io R

eacto

r

Bio

reacto

r A

no

xic

Zo

ne

Bio

reacto

r A

ero

bic

Zo

ne

Mem

bra

ne

Tan

ks

Eq

uip

men

t S

kid

For

To

ilet

flush

ing

For

To

ilet

flush

ing

For

ba

thin

gF

or

ba

thin

g

BA

R S

CR

EE

NO

& G

TR

AP

EQ

UIL

ISA

TIO

N

TA

NK

FA

B R

EA

CT

OR

+ C

hem

ical

Do

sin

g

+ D

MF

UL

TR

A F

ILT

RA

TIO

N

BO

D:

300

BO

D:

220

BO

D:

220

BO

D:

270

BO

D:

< 1

0

BO

D:

< 5

TS

S:

350

TS

S:

< 1

0

TS

S:

300

TS

S:

300

TS

S:

320

TS

S:

< 2

FA

B +

UF

SY

ST

EM

F

AB

+ U

F S

YS

TE

M

BA

R S

CR

EE

NO

& G

TR

AP

EQ

UIL

ISA

TIO

N

TA

NK

BIO

RE

AC

TO

R-

ML

SS

10000

M B

R

BO

D:

300

BO

D:

220

BO

D:

220

BO

D:

270

BO

D:

< 3

TS

S:

350

TS

S:

300

TS

S:

300

TS

S:

320

TS

S:

< 2

M B

R S

YS

TE

MM

B R

SY

ST

EM

E-C

oli

: B

DL

BA

CT

ER

IAL

PO

PU

LA

TIO

N

BA

CT

ER

IAL

PO

PU

LA

TIO

N

DIS

TR

IBU

TIO

ND

IST

RIB

UT

ION

FA

BR

EA

CT

OR

-I

FA

B

RE

AC

TO

R-I

I

CA

RB

ON

EC

IOU

S

CA

RB

ON

EC

IOU

S

BO

D R

EM

OV

AL

BO

D R

EM

OV

AL

AM

MO

NIA

CA

L

AM

MO

NIA

CA

L

NIT

RO

GE

N

NIT

RO

GE

N

CO

NV

ER

SIO

NC

ON

VE

RS

ION

OU

R E

ST

EE

ME

D C

LIE

NT

S IN

C&

I S

EC

TO

R IN

CL

UD

E …

Sh

ap

oo

rjiP

allo

nji

OU

R E

ST

EE

ME

D C

LIE

NT

S …

Som

e o

f our

Refe

rence

s

A

rce

llor

Mitt

al–

Lib

eri

a –

22

5 +

30

0 M

3/d

ay

FA

B

+ U

F

C

he

mitr

ea

t-S

iem

en

s /

Sh

ell

–S

ing

ap

ore

–3

00

M

3/d

ay

x 4

No

s(

La

bo

r ca

mp

ST

P )

M

an

am

a T

ext

ile B

ah

ari

n–

60

0 M

3/d

ay

-E

TP

A

rasc

o–

Sa

ud

i –7

20

M3

/da

y E

TP

U

tah

Kn

ittin

g –

Ba

ng

lad

esh

-1

20

0 m

3/d

ay

K

en

pa

rtIn

fra

stru

ctu

re –

Ba

ng

lad

esh

–1

25

M

3/d

ay

HY

BR

ID B

IOF

ILT

ER

HY

BR

ID B

IOF

ILT

ER

--C

ON

ST

RU

CT

ION

CO

NS

TR

UC

TIO

N

S

ing

le p

um

p f

or

feed

an

d r

ec

yclin

g

Sin

gle

pu

mp

fo

r fe

ed

an

d r

ec

yclin

g

P

um

p m

oto

r P

um

p m

oto

r --

3.7

3.7

––5.5

5.5

kw

kw

for

30 a

nd

50 M

3/d

ay c

ap

for

30 a

nd

50 M

3/d

ay c

ap

N

o A

ir B

low

er

req

uir

ed

. N

o A

ir B

low

er

req

uir

ed

.

Sm

all c

om

pre

sso

r (

0.7

5

Sm

all c

om

pre

sso

r (

0.7

5 K

wK

w––

22--

3 C

FM

) f

or

3 C

FM

) f

or

Eq

Eq

tan

k.

tan

k.

C

om

pre

ss

or

op

era

tio

n

Co

mp

res

so

r o

pe

rati

on

––33-- 4

hr

a d

ay

4 h

r a d

ay

P

refa

bri

cate

d u

nit

s

Pre

fab

ricate

d u

nit

s ––

Bio

filt

er

Bio

filt

er

( M

SE

P),

CC

T F

FT

an

d T

WT

( F

RP

(

MS

EP

), C

CT

FF

T a

nd

TW

T (

FR

P

/LD

PE

)/L

DP

E)

S

kid

S

kid

––B

iofi

lte

rB

iofi

lte

r, F

eed

Pu

mp

, F

F P

um

p, C

CT

, F

FT

,TW

T, T

TP

, F

eed

Pu

mp

, F

F P

um

p, C

CT

, F

FT

,TW

T, T

TP

C

hlo

rin

ati

on

wit

h h

yp

o

Ch

lori

nati

on

wit

h h

yp

o ––

4

4 p

pm

pp

mp

ost

po

st

Bio

filt

er

Bio

filt

er

by D

osin

g p

um

pb

y D

osin

g p

um

p

TT

P

TT

P ––

Sta

nd

ard

un

its.

Sta

nd

ard

un

its.

E

xp

ecte

d lif

e o

f m

ed

ia

Exp

ecte

d lif

e o

f m

ed

ia ––

ap

pro

x 5

ap

pro

x 5

––6 years

6 years

M

ed

ia h

t M

ed

ia h

t ––

1.2

1.2

Mtr

sM

trs

, M

OC

, M

OC

––P

VC

PV

C

Re

gu

lar

ma

inte

na

nce

un

its

R

eg

ula

r m

ain

ten

an

ce

un

its

––P

um

ps

Pu

mp

s

Insta

llati

on

tim

e

Insta

llati

on

tim

e ––

10 d

ays

10 d

ays

C

om

mis

sio

nin

g t

ime

C

om

mis

sio

nin

g t

ime

––21 d

ays in

clu

din

g s

tab

iliz

ati

on

21 d

ays in

clu

din

g s

tab

iliz

ati

on

SO

LID

WA

ST

E M

AN

AG

EM

EN

T

INC

INE

RA

TO

R

TH

ER

MA

X -

BIO

EN

ER

GE

N B

iog

as

Sy

stem

Eco

-

frie

nd

ly s

olu

tio

n f

or

So

lid

wa

ste

ma

na

gem

ent