ozone & perozone - kerfoot · pdf fileozone & perozone® characteristics and...

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Ozone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. In Situ Chemical Oxidation Workshop The 25th Annual International Conference on Soils, Sediments and Water University of Massachusetts, Amherst October 21, 2009

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Page 1: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Ozone & Perozone®

Characteristics and Practice

William B. Kerfoot

Kerfoot Technologies, Inc.

In Situ Chemical Oxidation W

orkshop

The 25th Annual International Conference on

Soils, Sedim

ents and W

ater

University of Massachusetts, Amherst

October 21, 2009

Page 2: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

C-S

parg

e™

(mic

rob

ub

ble

ozo

ne)

O3

+ 2

H+

+ 2

e‾

→O

2+

2H

2O

Clean by-products

Pero

zon

(pero

xid

e-c

oate

d o

zon

e)

2O

3+

H2O

2→

2O

H•

+ 3

O2

Clean by-products

Ho

w e

ffecti

ve a

re t

he o

xid

an

ts?

•Ove

r 850 in

stalla

tions

in E

uro

pe a

nd t

he U

nite

d S

tate

s

•Ove

r 80%

of

site

s have

been c

leane

d u

p in

less

than 3

years

•Pero

zone®

has

show

n c

apaci

ty f

or

cleanu

p in

perio

ds

of m

onth

s

•Ch

em

ical r

eact

ion o

f P

ero

zone®

rele

ase

s tw

ice t

he h

ydro

xyl

radic

als

pe

r m

ole

of pero

xide t

ha

n F

ento

n’s

Re

ag

ent

Page 3: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Eq

uip

men

t &

Pro

cesses

Page 4: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Sta

tes W

here

Ozo

ne is B

ein

g U

sed

fo

r In-situ

Rem

ed

iati

on

Approved

Page 5: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:
Page 6: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Oxidant

Price per cubic yard

of soil

($)

Cost Price

$/ton

Cost Price

$/kg*

Type

Fen

ton’s

rea

gen

t7.8

–63

7.4

–60

.5 –

.8

5 –

15%

solu

tion

Ozo

ne/

per

oxid

e

(Per

ozo

ne®

)

1 –

10 plu

me

met

hod

10 –

31 sourc

e m

ethod

.9 –

9.5

9.5

–29.5

.04 -

.38

.4 –

1.2

gas

/liq

uid

Ozo

ne

21 –

31

20 –

29.5

.8

–1.2

gas

Per

man

gan

ate

13 –

52

12 –

49.5

2.7

–4.1

40%

solu

tion

Oxidant

Price per m

3of soil

(€)

Cost Price

€/kg*

Type

Fen

ton’s

rea

gen

t15 –

120

0.7

–1

5 –

15%

so

lution

Ozo

ne/

per

oxid

e

(Per

ozo

ne®

)

2 –

20 plu

me

met

hod

20 –

60 so

urc

e m

ethod

.1 –

1.0

1 –

1.5

gas

/liq

uid

Ozo

ne

40 –

60

1 –

1.5

gas

Per

man

gan

ate

25 –

100

4 –

6

40%

solu

tion

*kg

of

co

nta

min

an

t w

eig

ht

Fro

m:

ISC

O,

In-S

itu

Ch

em

ical

Ox

idati

on

, SK

B,

Neth

erl

an

ds C

en

tre f

or

So

il Q

uality

Man

ag

em

en

t an

d K

no

wle

dg

e T

ran

sfe

r, G

ou

da,

Neth

erl

an

ds

Page 7: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

20

00

-20

03

(%

)

CH

LO

RIN

ATED

PETR

OLEU

M

IND

US

TR

IAL

OTH

ER

2000 –

2003

2003 –

2005

%

%

CH

LO

RIN

AT

ED

8

20

PE

TR

OL

EU

M

88

70

IND

US

TR

IAL

1

5

OT

HE

R

35

ME

AN

1.8

2 y

rs

ME

DIA

N 2

.0 y

rs

Page 8: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Ad

van

tag

es o

f O

zon

e w

ith

Petr

ole

um

H

yd

rocarb

on

s

�In

crem

enta

l decr

ease

in c

ost

/hig

h %

clo

sure

/vi

rtually

no r

ebound

�O

xygen d

eliv

ery

15 k

g tota

l oxy

gen p

er

poin

t per

day

Sourc

es:

20%

O2

in a

ir, ozo

ne, and p

ero

xide

�C

om

patib

le w

ith b

iolo

gic

al a

ctiv

ity

�T

reats

reca

lcitr

ant co

mpounds

TP

H –

alk

anes,

alk

enes

MT

BE

–oxy

genate

sP

AH

s –

naphth

ale

ne

TB

A –

alc

ohols

TC

A/D

CA

-ch

loro

alk

anes

1,4

Dio

xane

Page 9: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Mass Removal

Site M

anagement Program

Improves efficiency –reduces time-to-treat

•Converts aqueous to adsorbed equivalents

•Recalculates oxidant mass needed per

Spargepoint®

•Computes tim

e-to-treat per point

•Discloses m

igratory or secondary sources

by m

ass balance

Page 10: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Rad

ius o

f In

flu

en

ce o

f Sp

arg

e W

ells

•T

he r

ad

ius o

f in

flu

en

ce

was c

alc

ula

ted

fro

m

cri

tical

pre

ssu

re t

o

ind

uce f

low

, a f

un

cti

on

o

f lin

e a

nd

po

int

losses,

hyd

rau

lic h

ead

, an

d

form

ati

on

lo

ss.

•Fie

ld a

nd

an

aly

tical

scre

en

ing

in

dic

ate

s t

hat

these m

ay r

ep

resen

t m

inim

um

s.

Page 11: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:
Page 12: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:
Page 13: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

$100

$50

$20

$5 -

?

0

20

40

60

80

100

1995

2000

2005

2010

Tim

eTim

eTim

eTim

e

Removal Cost Per Cubic Yard ($) Removal Cost Per Cubic Yard ($) Removal Cost Per Cubic Yard ($) Removal Cost Per Cubic Yard ($)

Ozo

ne S

parg

ing T

reatm

ent

Currently $10-$15 per cubic yard

Page 14: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Bubble

Config

ura

tion

Solub

ility

Hen

ry's

Con

stan

t

Ads

orpt

ion

Str

ippi

ng

O2

H

•O

H

2C

O2

•O

H2

2O

Me

thyl

-tert

-buty

leth

er CH

HC

H3

H

MT

BE

H CO

CH C

3

3

Gas

ph

as

e

(Membra

ne phase)

O

•O

H H2

2

O2

•O

H

(sed

imen

t s

oil)

So

lid

Aq

ueo

us

(gro

un

dw

ate

r)

2O

Adsorption

Solubility

Ex

tracti

on

/reacti

on

Inco

min

g –

Hen

ry’s

Co

nsta

nt

Ou

tgo

ing

–H

yd

rox

yl

rad

ical

plu

s d

isso

lved

ozo

ne

CO

2

Page 15: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Criegee M

echanism of Reaction

Page 16: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Perozone™Type Reactions

Peroxide Ozone Hydroxyl Radical Oxygen

H2O

2+ 2O

3→

2HO

•+ 3O

2

+ Complex Set of Side Reactions

Ozone Hydrogen Superozone Hydroperoxide

Peroxide Anion Anion Radical

O3+ HO

2‾

→O

3‾+ HO

2•

Superozone Hydrogen Hydrogen Trioxide

O3+ H+ HO

3

Aieta, et al., 1988

Page 17: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Nan

o t

o

Mic

rob

ub

ble

Pro

du

cti

on

Page 18: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Ox

ida

tio

n P

ote

nti

als

Ox

ida

nts

vs

. C

on

tam

ina

nts

1.2

1.7

1.8

2.1

2.4

2.8

2.8

0

0.51

1.52

2.53

O2

MnO

4

H2O

2O

3 (m

olec

ular

)

O3

(gas

) Fento

ns R

eage

ns

Peroz

one

Av

aila

ble

Ox

ida

nts

Oxidation Potential (V)

C-H

: A

lkane

se

.g. M

ine

ral O

il

C=

C: A

lke

ne

s

e.g

. C

hlo

roe

the

ne

s

: A

rom

atic

s

(mo

no

). e

.g. B

TE

X

: A

rom

atic

s

(po

ly).

e.g

. P

AH

Page 19: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Ozo

ne S

tab

ilit

y In

Gas o

r W

ate

r P

hases

Ozo

ne c

an

react

wit

h N

AP

L a

nd

dis

so

lve

do

r ad

so

rbed

co

nta

min

an

ts.

Th

e

gas p

hase h

alf

lif

e m

ay b

e t

he c

on

tro

llin

g r

eacti

on

; n

ote

th

at

the

liq

uid

ph

ase h

alf

-lif

e i

s v

ery

sh

ort

sin

ce i

t re

acts

wit

h w

ate

r to

fo

rm h

yd

rox

yl

rad

icals

as s

ho

wn

on

th

e f

ollo

win

g s

lid

e.

Co

nta

ct

is n

eed

ed

betw

een

ozo

ne a

nd

th

e c

on

tam

inan

t o

r re

acta

nt.

Typ

ica

l O

3 h

alf

-lif

e v

s.

Te

mp

era

ture

Gase

ou

s

Tem

p (

C)

half

-lif

e *

-50

3-m

onth

s

-35

18

-da

ys

-25

8-d

ays

20

3-d

ays

120

1.5

-ho

urs

250

1.5

- se

con

ds

Dis

solv

ed in

Wa

ter

(pH

7)

Tem

p (

C)

half

-lif

e

15

30-m

inute

s

20

20-m

inute

s

25

15-m

inute

s

30

12-m

inute

s

35

8-m

inute

s

(R.

Bro

wn

, 20

05

)

Page 20: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Pu

lsin

g

(Ke

rfoo

t, 1

999

)

•Necessary to m

ove fine

bubbles through soil capillaries

•Effective transport of liquid

•Im

proves contact

•Avoids channelizing

•Produces fine bubbles

Page 21: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Mu

ltip

le S

ing

le P

oin

tsD

ual

Po

ints

Recir

cu

lati

on

Wells

Delivery Systems

Page 22: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Rece

ptiv

ity o

f co

nta

min

ants

to

ward

oxi

dants

•S

um

ma

rize

d b

ase

d o

n O

VA

M (

200

4),

XD

D

an

d O

sg

erb

y (

200

6)

Verhoeve Milieu Verhoeve Milieu Verhoeve Milieu

Co

nta

min

an

tM

nO

4S

O4•

Fe

nto

n's

(Pe

r)o

zon

e

Sa

tura

ted

Hy

dro

ca

rbo

ns

Pe

tro

leum

Hyd

rocarb

ons (

alk

ane

s)

PG

GE

Chlo

rinate

d E

thane

sP

P/M

P/M

P/G

MT

BE

GG

GG

Un

sa

tura

ted

Hy

dro

ca

rbo

ns

Chlo

rinate

d E

the

ne

sE

EE

E

Monocyclic Aromatics

BT

EX

P/E

EE

E

Chlo

rinate

d P

he

no

lsG

EE

E

Ene

rge

tics (

RD

X, H

MX

)E

EE

E

Polycyclic Aromatics

Po

lycyc

lic A

rom

atic

Hyd

rocarb

ons (

PA

H)

GE

EE

Po

lychlo

rinate

d B

iphe

nyl

's (

PC

B's

)P

PP

G

Pe

stic

ide

sM

GM

M/E

P =

po

or,

M =

mo

de

rate

, G

= g

oo

d, E

= e

xce

llent

Page 23: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Fuel Spills

MTBE, TBA, BTEX, Naphthalenes,

Methylbenzenes, EDB

Recent Note: Perozone®counteracts hexchrome form

ation

Page 24: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Au

tho

rsE

ffic

ien

cy

Ma

ss r

ati

o

O3/M

TB

E

Sta

rtE

nd

(m3)

(da

ys)

(%)

(g/g

)

Ke

rfo

ot,

W.B

. &

L

eC

he

min

an

t,

P.

(2001,2

003)

6,0

00

<70

3,6

30

9-1

296.6

3

Nic

ho

ls,

E.M

. &

V

oci.

C.J

. (p

ilo

t-

2001)

6,3

00

<10

2,8

30

7-1

896-9

93

Wh

ee

ler,

K.P

.

(2001)

100,0

00

4,4

00

1,9

10

30-7

595+

3

Ra

lsto

n,

E.

(2001)

4,9

00

<45

4,6

75

10-3

080-9

92.5

(1)

Ma

nh

art

, C

&

Wa

tt,

C.

(2003)

10,0

00

<100

9,5

65

7-6

085

3.4

Pu

rch

ase

, e

t. a

l.

(2005)

5,4

00

19

34,0

00

30

97-9

94.2

Ke

lla

r, E

. (2

006)

Pe

rozo

ne

®7,7

00 (

2)

45

8,5

65

15-6

072

1.3

(1)

Est

ima

ted

(n

o s

oil

sa

mp

les)

(2)

To

tal

VO

Cs

Ra

te o

f

rem

ova

l (t

1/2

)

Aq

ue

ou

s p

ha

se

(µg

/l)

Tre

atm

en

t

vo

lum

e

Observed removal rates, efficiencies and stoichiometry.

Page 25: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Case

stu

dy:

C-S

pa

rge

TM

at

a C

alif

orn

ia

site

Sit

e D

escri

pti

on

•A

ctiv

e b

ulk

fuel a

nd c

ard

lock

faci

lity

(sourc

e: 7 U

ST

s)

•S

ite is

rem

ode

led t

o in

clud

e r

eta

il is

lan

ds

and a

co

nve

nie

nce

sto

re

•T

opo

gra

ph

y: fla

t (5

0 m

above

MS

L)

•S

oil

chara

cterist

ics:

–F

ill: 0-1

.1 m

bgl

–sa

ndy

silt

: 1.1

-3.4

m b

gl

–si

lty s

and (

w/

clay)

: 3.4

-7.6

m b

gl

•G

roundw

ate

r ta

ble

: 1.8

m b

gl

•H

ydra

ulic

cond

uct

ivity

: 10

-3cm

/sec

(=1 m

/day)

•G

roundw

ate

r flo

w: 0.1

m/d

ay

S to S

W

Page 26: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Site

Are

a C

-Sparger®-system: 5-15 g O

3/hr

•Pilot test (2001): 3 Spargepoints®

•Full-scale (2002-2004): 11Spargepoints®

Page 27: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:
Page 28: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

MtB

E in

Gro

undw

ate

r (initi

al)

Max

. co

ncen

trati

on

s

at

beg

in p

ilo

t te

st:

•M

tBE:

12

00

0 µ

g/l

•T

BA

: 8

70

µg

/l

Page 29: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Layo

ut

of

the F

ull

-Scale

Syste

m

Pil

ot

are

a

Page 30: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Pilo

t te

st:

resu

lts f

ield

measu

rem

en

ts (

2)

DO

ag

ain

st

dis

tan

ce

fro

m S

P

0123456789

10

02

46

810

12

14

Dis

tan

ce f

rom

SP

(m

)

Concentration (mg/l)

24-7

-2001

7-8

-2001

21-8

-2001

4-9

-2001

2-1

0-2

001

Esti

mate

d R

OI

Ob

serv

ed

RO

I

Page 31: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Fu

ll-S

cale

Rem

ed

iati

on

: M

tBE

Decay C

urv

e

MtB

E d

ec

ay

cu

rve

of

MW

-1 a

nd

MW

-6F

rom

pilo

t te

st

un

til s

ite

clo

su

re

0

1000

2000

3000

4000

5000

6000

7000 5-1

2-0

05-1

2-0

15-1

2-0

25-1

2-0

34-1

2-0

44-1

2-0

54-1

2-0

6

Da

te

Concentration MW-1 (µg/l)

020

40

60

80

100

120

140

160

180

Concentration MW-6 (µg/l)

MW

-1

MW

-6

Pilo

t te

st

Fu

ll-s

cale

rem

ed

iati

on

Sit

e c

losu

re

Page 32: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Fu

ll-S

cale

Rem

ed

iati

on

: T

BA

Decay C

urv

e

TB

A d

ec

ay

cu

rve

of

MW

-1F

rom

pilo

t te

st

un

til s

ite

clo

su

re

0

100

200

300

400

500

600 5-1

2-0

05-1

2-0

15-1

2-0

25-1

2-0

34-1

2-0

44-1

2-0

54-1

2-0

6

Da

te

Concentration (µg/l)

MW

-1

Pilo

t te

st

Fu

ll-s

cale

rem

ed

iati

on

Sit

e c

losu

re

Page 33: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

#6 Fuel Oil & VOCs Spill

(Brownfield)

Page 34: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Plu

me C

hara

cte

ris

tic

sP

lum

e C

hara

cte

ris

tic

s

•M

ajo

r so

urc

es

–dry

cle

aner

chlo

rinate

d

solv

ents

(P

CE

), U

ST

s (b

unke

r oil)

•C

onta

min

ate

d u

nsa

tura

ted z

one –

limite

d

•C

onta

min

ate

d a

quife

r –

24

0 f

t x

24

0 f

t x

20 f

t d

ee

p4

2,6

67

cu

bic

ya

rds

•M

axi

mum

conce

ntr

atio

ns

PC

E 4

,400 u

g/L

TP

H 3

0,0

00 u

g/L

Page 35: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:
Page 36: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Sp

arg

ep

oin

t®In

sta

llati

on

Page 37: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:
Page 38: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Ou

tco

me

Ou

tco

me

Cla

ss A

-2/R

AO

Clo

sure

-G

roundw

ate

r

Sta

rtE

nd

Re

mo

va

l

PC

E3

,00

0<

56

0>

81

%

TC

E6

9

<1

1

>

84

%

MA VPH

Alip

ha

tics

C5

-C8

80

0<

20

>

98

%

Aro

ma

tics

12

,00

0

<3

70

>

97

%

MA EPH

Alip

ha

tics

C9

-C1

8

6

,00

0

<2

0

>

99

%

Page 39: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

MC

P S

-1 S

oil S

tan

dard

s –

Aft

er

Tre

atm

en

t(m

g/k

g o

r p

pm

)S

tan

dard

s S

ep

t-O

ct

‘02

Aliphatics

C5-C

8C

9-C

12

100

100

011

2.3

Aromatics

C9-C

10

100

1.7

Eth

yl-b

enze

ne

80

2.3

M,P

-Xyl

en

es

100

0B

RL (

10)

O-X

ylene

500

BR

L (

10)

Na

phth

ale

ne

4B

RL (

.1)

PC

E0.5

BR

L (

.1)

TC

E0.4

BR

L (

.1)

Page 40: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:
Page 41: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

VOCs

Chloroethenes

PCE, TCE, DCE, VC

Chloroethanes

1,1,1-TCE, DCA, CE, CTC, MC

Cyclic Aromatics

BTEX, PAHs (C6to C

30)

Alkanes/Alkenes (C4to C

40)

Page 42: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Fede

ral S

up

erf

un

d S

iteF

ede

ral S

up

erf

un

d S

ite

•T

CE

and c

is 1

,2-D

CE

in g

roundw

ate

r

(0.5

–2.0

mg/L

)

•A

ppro

xim

ate

ly 1

5,0

00 s

quare

foot tr

eatm

ent

are

a (

100’x

150’)

•A

quife

r 35’t

hic

k (w

ate

r ta

ble

15’b

gs)

•A

ppala

chia

n P

iedm

ont P

rovi

nce

–S

ap

rolit

e S

oils

(S

ilty

fine

sa

nd

s)

–H

ydra

ulic

co

nd

uct

ivity

(a

pp

rox.

5 x

10–4 c

m/s

ec)

–S

ee

pa

ge

ve

loci

ty (

ap

pro

x. 2

5 –

50

ft/yr

)

RMT, Inc.

Page 43: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Federa

l Superf

und S

ite

•S

pring 2

001: F

ield

Pilo

t S

tudy

-2 s

parg

ing w

ells

–5

0%

re

du

ctio

n in

TC

E,

DC

E in

12

we

eks

•2001-2

002: F

ull-

Sca

le d

esi

gn a

nd c

onst

ruct

ion

–9

Ozo

ne

sp

arg

ing

we

lls w

ith r

eci

rcu

latio

n c

ap

ab

ility

–A

ir/o

zon

e s

up

ply

at 2

-3 c

fm p

er

we

ll, 3

00

-50

0 p

pm

o

zon

e

•O

ctober

2002: S

yste

m s

tart

up

RM

T, In

c.

Page 44: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Ozo

ne S

parg

ing L

ayo

ut and Initi

al

CV

OC

Plu

me

Ozo

ne S

parg

ing L

ayo

ut and Initi

al

CV

OC

Plu

me

Cis, 1-2

DCE >

MCLs

TCE >

MCLs

RMT, Inc.

Page 45: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Fed

era

l S

up

erf

un

d S

ite

•O

ctober

2003 –

12 M

onth

s of T

reatm

ent

–A

ll m

on

itori

ng

po

ints

< M

CL

S e

xce

pt

on

e

–7

of

9 s

pa

rge

we

lls t

urn

ed

off

•M

ay

2004 –

18 M

onth

s of T

reatm

ent

–R

em

ain

ing

mo

nito

rin

g p

oin

t a

chie

ved

cle

an

up

g

oa

ls

–N

o r

eb

ou

nd

eff

ect

ob

serv

ed

in o

the

r si

te a

rea

s

–E

ntir

e s

yste

m t

urn

ed

off

RMT, Inc.

Page 46: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

CV

OC

s after

3-M

onth

s of T

reatm

ent

CV

OC

s after

3-M

onth

s of T

reatm

ent

RMT, Inc.

Page 47: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

CV

OC

s after

12-M

onth

s of T

reatm

ent

CV

OC

s after

12-M

onth

s of T

reatm

ent

RMT, Inc.

Page 48: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Federa

l Superf

und S

ite

0

150

300

450 O

ct-0

2D

ec-0

2Fe

b-03

Apr

-03

Jun-

03A

ug-0

3O

ct-0

3D

ec-0

3Fe

b-04

Apr

-04

Concentration (ug/L)

cis

1,2

-DC

E

RMT, Inc.

Page 49: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Federa

l Superf

und S

ite

0

40

80

120

160 O

ct-0

2D

ec-0

2Fe

b-03

Apr

-03

Jun-

03A

ug-0

3O

ct-0

3D

ec-0

3Fe

b-04

Apr

-04

Concentration (ug/L)

TC

E

RMT, Inc.

Page 50: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Wood Preservatives

Chlorophenols –PCP, TCP, CP

Creosote –Naphthalenes

Cresols

Page 51: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Site

Conditi

ons

•H

isto

ric

lum

ber

mill

(1955-1

965)

with

fo

rmer

chlo

rophenol r

ele

ase

.

•~

20 k

g o

f so

rbed (

~100 m

g/k

g)

and

dis

solv

ed (

~20 m

g/L

) P

CP

rem

ain

ed.

•T

wo d

istin

ct s

ourc

es

with

plu

me e

xtendin

g

200 feet dow

n-g

radie

nt.

•P

lum

e in

terc

epte

d b

y st

orm

dra

in.

•H

ydra

ulic

gra

die

nt re

vers

ed b

y le

aki

ng

wate

r lin

e.

Page 52: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Ozo

ne

and P

ero

xid

e I

nje

ctio

n M

ass

0

10

20

30

40

50

60

1/19

/200

41/

28/2

004 2/

6/200

42/

15/2

004

2/24

/200

4 3/4/

2004

3/13

/200

43/

22/2

004

3/31

/200

4 4/9/

2004

4/18

/200

44/

27/2

004 5/

6/200

45/

15/2

004

5/24

/200

4 6/2/

2004

6/11

/200

46/

20/2

004

6/29

/200

4 7/8/

2004

7/17

/200

47/

26/2

004 8/

4/200

48/

13/2

004

8/22

/200

48/

31/2

004 9/

9/200

49/

18/2

004

9/27

/200

410

/6/2

004

10/1

5/200

410

/24/2

004

11/2

/200

411

/11/2

004

DA

TE

Gallons of Peroxide (H2O2) injected ;100% Equivalent

010

20

30

40

50

60

70

80

90

Ozone injected (Kg)

Pero

xid

e Inje

ction

Ozone Inje

ction

8%

H2O

2

15%

H2O

2

15%

H2O

2

15%

H2O

2

* N

ote

: H

orizonta

l slo

pes r

epre

sent tim

e p

eriods o

f no p

ero

xid

e in

jectio

n.

5%

H2O

2

** 5

% -

- perc

ent by v

olu

me o

f H

2O

2 in

jecte

d f

or

respectiv

e tim

e p

eriod.

Page 53: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Chlo

ride Ion

/PC

P –

Tim

e S

eries

0.11

10

10

0

10

00

10

00

0

10

00

00 1/19

/04 2/

13/0

4 3/31

/04 4/

21/0

4 5/26

/04 6/

28/0

4 7/19

/04 8/

16/0

4 9/30

/04 12

/1/0

4 12/2

0/04 12

/29/

04 12/2

9/04

2/12

/05 3/

29/0

5 5/13

/05 6/

27/0

5

PCP (µg/L)

020

00

0

40

00

0

60

00

0

80

00

0

10

00

00

12

00

00

Chloride (µg/L)

Chlo

ride

(µg/L

)P

CP

(µg/L

)W

ate

r Q

ualit

y O

bje

ctive

(WQ

O)

for

PC

P:

1.0

(µg/L

)

PC

P C

onc

ent

ratio

nT

rend

line W

QO

Reached

June 2

005

Page 54: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Oxi

datio

n P

roce

sses

•260 k

g (

O3 +

H2O

2)

oxi

dant in

ject

ed.

•1600 k

g O

2as

air in

ject

ed.

•1000 k

g o

rganic

carb

on m

inera

lized.

•12 k

g c

hlo

rophenols

min

era

lized.

•150 k

g o

f ca

rbonate

react

ed.

Page 55: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Pesticides

Orthochlorinated Series

Chlordane

Heptachlor

Aldrin

Dieldrin

HCH –Precurser

MECOPROP

DDT/DDD

Page 56: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Case

stu

dy:

Bid

din

ghuiz

en s

ite (

pilo

t te

st)

Verhoeve Milieu Verhoeve Milieu Verhoeve Milieu

•S

ite d

esc

rip

tio

n

–In

du

stria

l site

–G

rou

ndw

ate

r co

nta

min

atio

n w

ith M

CP

P (

com

mon

n

am

e: M

eco

pro

p):

ma

x. 5

80

µg

/l b

efo

re p

ilot

test

•A

rea

: app. 180

0 m

2

•D

epth

: u

ntil

app.

8 m

bg

l

–S

oilt

ype

:

•0-1

,3 m

bgl:

sandy

topso

il

•1,3

-2,3

m b

gl

: cl

ay

•2,3

-8 m

bgl:

fin

e s

and

•8,0

-15 m

bgl

: m

ediu

m to c

oars

e s

and

–W

ate

rta

ble

: 2

,0 m

-b

gs

Page 57: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Verhoeve Milieu Verhoeve Milieu Verhoeve MilieuP

rop

ert

ies

of M

CP

P

•C

om

mon n

am

e: M

eco

pro

p (

aci

d h

erb

icid

e)

•C

hem

ical n

am

e: 2-(

4-c

hlo

ro-2

-meth

ylphenoxy

)-pro

pio

nic

aci

d

•M

ole

cula

r fo

rmula

: C

10H

11C

lO3

•M

ole

cula

r w

eig

ht

: 214.6

g/m

ole

•S

truct

ura

l form

ula

:

•V

apour

pre

ssure

: 1,6

x 1

0-3

Pa (2

C)

(non-v

ola

tile)

•H

enry

’s c

onst

ant

: 2,1

8 x

10

-4P

a m

3/m

ol (

non-s

trip

pable

)

•W

ast

e w

ate

r tr

eatm

ent: e

ffect

ive d

egra

ded u

sing a

com

bin

atio

n o

fozo

ne a

nd h

ydro

gen p

ero

xide

“A b

enze

ne d

eriva

tive”

Page 58: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Verhoeve Milieu Verhoeve Milieu Verhoeve MilieuP

ilot U

nit

Pero

zone

®

Op

era

tio

n p

ilo

t te

st:

•R

un

tim

e:

58

da

ys

•F

low

rate

air

/ozo

ne

: 5

-15 N

m3/h

r

•O

zon

e l

oad

ing

: 59

-85 g

O3

/hr

•F

low

rate

pero

xid

e:

4 l

/hr

(7W

%)

•P

ero

xid

e l

oad

ing

: 0

,3 k

g/h

r (1

00 W

%)

Tota

l mass

of

oxi

dant

inje

cted w

ithin

“in

ject

ion

tria

ngle

”:

Ozo

ne :

16

kg

Pero

xide: 66 k

g

Page 59: Ozone & Perozone - Kerfoot · PDF fileOzone & Perozone® Characteristics and Practice William B. Kerfoot Kerfoot Technologies, Inc. ... Sediments and Water University of ... Case study:

Verhoeve Milieu Verhoeve Milieu Verhoeve MilieuDeve

lopm

ent to

tal m

ass

during

pilo

t te

stM

as

s d

eve

lop

me

nt

MC

PP

0

50

100

150

200

250

015

30

45

60

75

90

Tim

e (

da

ys)

Total mass (%)

Tota

l mass (

%)

Clo

sure

pilo

t te

st

Ove

rall

rem

ova

l of

87%

in 9

weeks

of

trea

tmen

t

Mobili

zatio

n