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DPD Colorimetric Testing for DPD Colorimetric Testing for Chlorine Chlorine Using vacuum ampuls to test for total residual chlorine Micah A Berman

DPD Colorimetric Testing for Chlorine Using vacuum ampuls ... · Overview DPD Colorimetric Testing for Chlorine Using vacuum ampuls to test for total resi dual chlorine Chemistry

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DPD

Col

orim

etric

Tes

ting

for

DPD

Col

orim

etric

Tes

ting

for

Chl

orin

eC

hlor

ine U

sing

vac

uum

am

puls

to te

st fo

rto

tal r

esid

ual c

hlor

ine

Mic

ah A

Ber

man

Ove

rvie

wO

verv

iew

DPD

Col

orim

etric

Tes

ting

for C

hlor

ine

Using

vacu

um a

mpu

ls to

test

for t

otal

resid

ual c

hlorin

e

�C

hem

istry

and

ana

lytic

al c

once

pts

�M

etho

dolo

gy�

Proc

edur

e�

Sum

mar

y

Che

mis

try a

nd A

naly

tical

Che

mis

try a

nd A

naly

tical

Con

cept

sC

once

pts

Wha

t is

DPD

?W

hat i

s D

PD?

�D

PD is

N,N

-die

thyl

-p-p

heny

lene

diam

ine

–Th

e a

min

e D

PD re

agen

t rea

cts w

ith c

hlor

ine

stoi

chio

met

rical

ly to

from

a W

ürst

er d

ye a

nd a

nim

ine.

–We

see

the

mag

enta

Wür

ster

dye.

Wha

t’s a

Vac

uum

Am

pul?

Wha

t’s a

Vac

uum

Am

pul?

�A

vac

uum

am

pul i

s ava

cuum

seal

edsp

ectro

phot

omet

ric c

ell.

�Th

e am

pul i

s sna

pped

open

and

a fi

xed

amou

ntflu

id is

dra

wn

into

the

ampu

l.�

Ther

e ar

e of

ten

reag

ents

inth

e am

pul (

like

DPD

).

Ben

efits

Ben

efits

�R

eage

nts i

n va

cuum

ampu

ls a

re n

ot p

rone

toco

ntam

inat

ion

due

anal

yst

hand

ling.

�Le

ss tr

ansf

errin

g an

dm

easu

ring

of s

olut

ions

.So

lutio

ns a

re m

ade

and

read

in th

e sa

me

ampu

l.

Tech

nica

l Con

side

ratio

nsTe

chni

cal C

onsi

dera

tions

�D

o no

t wor

k in

dire

ct su

nlig

ht.

–C

hlor

ine

(am

ong

othe

r hal

ides

) is a

ffec

ted

byin

tens

e lig

ht, l

eadi

ng to

err

ors.

–If

wor

king

out

door

s (on

-site

), be

sure

to w

ork

in th

e sh

ade.

Tech

nica

l Con

side

ratio

nsTe

chni

cal C

onsi

dera

tions

��D

ilute

pre

cise

ly a

nd a

ccur

atel

y.D

ilute

pre

cise

ly a

nd a

ccur

atel

y.–

Solu

tions

less

than

0.1

mg/

l in

conc

entra

tion

are

espe

cial

ly v

ulne

rabl

e to

err

or.

–A

t low

con

cent

ratio

ns, e

rror

s as l

ittle

as 0

.05%

can

chan

ge a

bsor

banc

e m

easu

rem

ents

by

over

15%

.–

Dirt

y gl

assw

are

will

sign

ifica

ntly

eff

ect l

ow-

conc

entra

tion

solu

tions

.

Cla

ss A

aut

omat

ed p

ipet

s

Tech

nica

l Con

side

ratio

nsTe

chni

cal C

onsi

dera

tions

�U

se g

ood

pipe

t tec

hniq

ue.

–Id

eally

, use

a a

utom

ated

cla

ss A

pip

et.

–U

se a

new

pip

et ti

p fo

r eac

h so

lutio

n.–

Nev

er p

ipet

from

the

stoc

k so

lutio

n, th

is c

anco

ntam

inat

e th

e w

hole

lot.

Pou

r the

solu

tion

into

a sm

alle

r bea

ker f

irst.

–If

usi

ng a

pip

et b

ulb,

be

sure

not

to d

raw

solu

tion

into

the

bulb

itse

lf.

Tech

nica

l Con

side

ratio

nsTe

chni

cal C

onsi

dera

tions

�U

se c

onsi

sten

t tec

hniq

ue.

–D

ilutio

ns–

Tim

ing

–R

eadi

ngs

�C

onsi

sten

cy w

ill m

inim

ize

erro

rs a

ndin

crea

se th

e po

tent

ial t

o id

entif

y an

dco

rrec

t err

ors.

Met

hodo

logy

Met

hodo

logy

Appr

oved

and

Acc

epta

ble

Met

hods

Appr

oved

and

Acc

epta

ble

Met

hods

NR

219

EPA

330.

5 or

Std.

Mth

ds.

4500

-Cl G

�N

R 2

19 li

sts S

tand

ard

Met

hods

450

0-C

lG

and

EPA

met

hod

330.

5 as

the

ON

LYac

cept

able

met

hods

for D

PD te

stin

g of

tota

l res

idua

l chl

orin

e.�

NR

809

list

s Std

. Met

hods

450

0-C

l G o

ran

y EP

A a

ppro

ved

met

hod.

Thu

s any

appr

oved

met

hod

can

be u

sed

unde

r NR

809.

NR

809

Std.

Mth

ds.

4500

-Cl G

or

EPA

appr

oved

met

hods

�Th

ese

met

hods

are

ver

yte

chni

cally

dem

andi

ngan

d tim

e co

nsum

ing.

Ther

e ar

e m

any

com

mer

cial

met

hods

avai

labl

e th

at si

mpl

ifyth

e pr

oced

ure.

Appr

oved

and

Acc

epte

d M

etho

dsAp

prov

ed a

nd A

ccep

ted

Met

hods

If y

ou a

re g

oing

to u

se a

com

mer

cial

test

, the

ir m

ust b

e do

cum

enta

tion

that

the

test

met

hod

is a

ppro

ved.

NR

219

EPA

330.

5 OR

Std.

Mth

ds.

4500

-Cl G

If a

com

mer

cial

met

hod

is a

ccep

ted

by th

eU

SEPA

as e

quiv

alen

t to

one

(usu

ally

bot

h) o

f the

met

hods

list

ed in

NR

219,

than

it c

an b

e us

ed fo

rre

porti

ng p

urpo

ses t

o th

e W

DN

R f

or N

R 2

19 (i

nad

ditio

n to

NR

809

).

Let

ter

from

USE

PAin

dica

ting

acce

ptan

ceof

com

mer

cial

test

met

hod

Commercial Test

Appr

oved

and

Acc

epte

d M

etho

dsAp

prov

ed a

nd A

ccep

ted

Met

hods

�H

ach

Met

hod

8021

�H

ach

Met

hod

8167

�H

ach

Met

hod

8370

The

follo

win

g is

a li

st o

f som

e co

mm

erci

al D

PDm

etho

ds th

at a

re U

SEPA

acc

epte

d. T

his l

ist i

sby

nei

ther

exc

lusi

ve n

or c

ompl

ete.

�H

ach

Met

hod

8371

�H

ach

Met

hod

1001

4

NO

TE:

Alth

ough

all

of th

ese

met

hods

use

DPD

, the

ydo

not

nec

essa

rily

use

vacu

um a

mpu

ls.

Whe

n us

ing

a co

mm

erci

al te

st, i

t is

nece

ssar

y to

cite

the

SPEC

IFIC

met

hod

(e.g

.m

etho

d nu

mbe

r) y

ou a

re u

sing

. A

test

cate

gory

is n

ot a

ccep

tabl

e.

Appr

oved

and

Acc

epta

ble

Appr

oved

and

Acc

epta

ble

Met

hods

- A

Not

e of

Cau

tion

Met

hods

- A

Not

e of

Cau

tion

�Th

e co

mm

erci

al m

etho

ds o

ften

glos

s ove

r the

ver

yim

porta

nt a

spec

ts o

f tra

ceab

ility

, cal

ibra

tion,

spik

es,

dupl

icat

es, a

nd o

ther

QA

and

QC

mea

sure

s.�

Usi

ng a

com

mer

cial

met

hod

does

not

exe

mpt

you

from

the

QA

and

QC

est

ablis

hed

in th

e or

igin

al E

PA/S

td.

Met

hods

: C

omm

erci

al M

etho

d +

QA/

QC

= A

ccep

tabl

e Te

stin

g

Com

mer

cial

Met

hods

-C

omm

erci

al M

etho

ds -

Thor

ough

ness

Thor

ough

ness

�Th

e ex

clus

ive

use

ofge

neric

inst

ruct

ions

are

not a

ccep

tabl

e.–

No

true

calib

ratio

n–

No

QC

–N

o sp

ikes

/dup

es�

Thes

e in

stru

ctio

nsar

e us

eful

for q

uick

chec

ks a

nd su

mm

ary

only

Gen

eric

Inst

ruct

ion

Thes

e in

stru

ctio

ns a

re s

impl

istic

. Al

one,

they

are

insu

ffici

ent f

or p

rope

r tes

ting.

Qui

ck T

ests

for C

hlor

ine

Test

ing

Qui

ck T

ests

for C

hlor

ine

Test

ing

�C

olor

whe

els a

reN

OT

acce

ptab

le.

�“P

ocke

t col

orim

eter

s”ar

e N

OT

acce

ptab

le.

–Th

ese

colo

rimet

ers

use

an in

suff

icie

nt,

prep

rogr

amm

edca

libra

tion.

�M

ust u

se tr

uesp

ectro

phot

omet

ers

or c

olor

imet

ers w

itha

USE

PA-a

ccep

ted

met

hod.

Thes

e ar

e N

OT

USE

PA a

ccep

ted

Proc

edur

ePr

oced

ure

Prep

arin

g Po

tass

ium

Prep

arin

g Po

tass

ium

Perm

anga

nate

Sta

ndar

dPe

rman

gana

te S

tand

ard

�In

this

test

a p

otas

sim

per

man

gana

test

anda

rd is

use

d instead

of a

chl

orin

est

anda

rd.

Pota

ssiu

m p

erm

anga

nate

is m

ore

stab

le th

an c

hlor

ine,

and

is u

sed

as a

mor

ere

liabl

e su

bstit

ute

stan

dard

.

Prep

arin

g Po

tass

ium

Prep

arin

g Po

tass

ium

Perm

anga

nate

Sta

ndar

dPe

rman

gana

te S

tand

ard

�O

btai

n ve

ndor

pre

pare

d po

tass

ium

perm

anga

nate

stan

dard

solu

tion

for u

se in

DPD

or F

AS

colo

rimet

ric m

etho

ds.

–St

anda

rd so

lutio

n sh

ould

be

labe

led

0.89

1g/l

pota

ssiu

m p

erm

anga

ntat

e. T

his i

s equ

ival

ent

to 1

g/l (

1000

ppm

) tot

al r

esid

ual c

hlor

ine.

–Th

e st

anda

rd so

lutio

n sh

ould

com

e in

a d

ark

ambe

r gla

ss b

ottle

. Th

is b

ottle

shou

ld b

est

ored

in th

e da

rk, a

way

from

dire

ct su

nlig

ht.

Dar

k bo

ttle

prev

ents

degr

adat

ion

due

to li

ght

Stan

dard

is o

f cor

rect

conc

entra

tion

and

labe

led

appr

opria

tely

Prep

arin

g Po

tass

ium

Prep

arin

g Po

tass

ium

Perm

anga

nate

Sta

ndar

dPe

rman

gana

te S

tand

ard

Prep

arin

g Po

tass

ium

Prep

arin

g Po

tass

ium

Perm

anga

nate

Sta

ndar

dPe

rman

gana

te S

tand

ard

�D

ilute

the

1000

ppm

stoc

k so

lutio

nto

1 p

pm w

orki

ng so

lutio

n (1

:100

0)as

follo

ws:

1) D

ilute

10.

00 m

l sto

ck so

lutio

n to

100.

0 m

l (w

ith d

istil

led

wat

er in

avo

lum

etric

flas

k)2)

Tak

e 1.

00 m

l of t

his n

ewso

lutio

n an

d di

lute

it to

100.

0 m

l.–

Be

sure

to m

ix e

ach

dilu

tion

thor

ough

ly.

Stoc

kso

l.(1

000p

pm)

Wor

king

sol.

(1 p

pm)

Rem

embe

r:Th

e co

ncen

trat

ions

are

equi

vale

nts.

The

yso

lutio

ns a

re n

otA

CTU

ALL

Y ch

lorin

e,bu

t beh

ave

like

chlo

rine

at th

eeq

uiva

lent

conc

entr

atio

n.

Prep

arin

g C

alib

ratio

n St

anda

rds

Prep

arin

g C

alib

ratio

n St

anda

rds

�Fr

esh

wor

king

solu

tion

for u

se in

calib

ratio

n st

anda

rds m

ust b

e pr

epar

edfr

esh

for t

hat d

ay.

�R

ange

of c

alib

ratio

n st

anda

rds m

ust

incl

ude

the

antic

ipat

ed sa

mpl

e ra

nge.

–If

you

exp

ect s

ampl

es b

etw

een

0.03

0 –

0.15

0pp

m (t

ypic

al fo

r was

tew

ater

and

drin

king

wat

er a

naly

sis)

, the

n ca

libra

te fr

om 0

.020

–0.

200

ppm

.�

Do

not p

repa

re c

alib

ratio

n st

anda

rds b

elow

0.02

0 pp

m.

Thes

e w

ill le

ad to

err

or.

�Se

t up

a ta

ble

to h

elp

calc

ulat

e di

lutio

ns

Prep

arin

g C

alib

ratio

n St

anda

rds

Prep

arin

g C

alib

ratio

n St

anda

rds

0.20

ppm

100

ml

20.0

0 m

l

0.10

ppm

100

ml

10.0

0 m

l

0.07

ppm

100

ml

7.00

ml

0.05

ppm

100

ml

5.00

ml

0.03

ppm

100

ml

3.00

ml

Fina

l Con

cent

ratio

nFi

nal V

olum

eW

orki

ng S

olut

ion

1ppm�

Exam

ple

dilu

tion

tabl

e.D

ilute

wor

king

solu

tion

(1pp

m) w

ith D

I wat

er u

p to

the

final

vol

ume

in a

100

ml v

olum

etric

flas

k:

Prep

arin

g C

alib

ratio

n St

anda

rds

Prep

arin

g C

alib

ratio

n St

anda

rds

�C

alib

ratio

n st

anda

rds a

re la

bele

d, fi

lled

to m

enis

cus,

and

thor

ough

ly m

ixed

.

�C

alib

ratio

n bl

ank

(DI w

ater

) is i

nclu

ded,

and

pre

pare

d lik

e al

l oth

er st

anda

rds.

Not

e: th

is p

hoto

grap

h re

flect

sco

ncen

trat

ions

in p

pb, n

ot p

pm

Dev

elop

ing

Cal

ibra

tion

Stan

dard

sD

evel

opin

g C

alib

ratio

n St

anda

rds

�Po

ur a

smal

l am

ount

of

calib

ratio

n st

anda

rd fr

omth

e vo

lum

etric

flas

k in

toa

smal

l bea

ker a

nd p

lace

the

beak

er in

fron

t of t

hefla

sk.

�D

o th

is fo

r eac

hca

libra

tion

stan

dard

,in

clud

ing

the

calib

ratio

nbl

ank

(DI w

ater

).

�B

egin

a ti

mer

– b

reak

one

ampu

l ups

ide

dow

n in

the

beak

ers.

–B

e su

re th

at re

agen

tis

not

in a

mpu

l tip

.–

Bre

ak ti

p ag

ains

tbo

ttom

or w

all o

fbe

aker

.–

Allo

w a

mpu

l to

fill

com

plet

ely

(1-2

s).

How

to B

reak

an

Ampu

lH

ow to

Bre

ak a

n Am

pul

•Rea

gent

is in

tip

of a

mpu

l.•R

eage

nt is

like

ly st

ay in

side

the

brok

en ti

p af

ter i

t bre

aks,

incr

easi

ng c

hanc

e fo

r low

bias

.

•Am

pul i

s han

dled

care

fully

to a

void

reag

ent f

allin

g in

to tip.

How

to B

reak

an

Ampu

lH

ow to

Bre

ak a

n Am

pul

•Bea

ker a

ndam

pul a

retip

ped

to th

esi

de.

•Rea

gent

ism

ore

likel

y to

stay

in th

eam

pul a

nd n

otfa

ll in

to ti

p.

•Am

pul i

s too

ver

tical

.•R

eage

nt is

like

ly to

fall

into

tip

befo

re it

brea

ks.

DPD

Col

or L

evel

sD

PD C

olor

Lev

els

“Typ

ical

”ch

lorin

e sa

mpl

e- l

ight

mag

enta

“Str

ong”

chlo

rine

sam

ple

- dee

p m

agen

ta

“Ove

rsho

t”ch

lorin

e sa

mpl

e- r

eddi

sh b

row

n

Des

troy

ed D

PD- c

olor

less

(pur

e ch

lorin

ebl

each

)

Mak

ing

a C

alib

ratio

n C

urve

Mak

ing

a C

alib

ratio

n C

urve

Zero

ing

the

Spec

troph

otom

eter

Zero

ing

the

Spec

troph

otom

eter

�Ze

ro th

e sp

ectro

phot

omet

er u

sing

the

calib

ratio

n bl

ank,

DI w

ater

–M

ake

sure

the

spec

troph

otom

eter

is se

t to

515

nm.

If th

is is

not

pos

sibl

e, u

se a

wav

elen

gth

betw

een

515

-540

nm

.–

Zero

with

the

sam

e w

ater

that

was

use

d in

crea

ting

the

calib

ratio

n st

anda

rds.

–Po

ur th

e w

ater

from

the

flask

into

a c

lean

sam

ple

cell.

Wip

e th

e ce

ll cl

ean

offin

gerp

rints

.–

Alig

n th

e re

fere

nce

mar

k to

the

light

sour

ce (o

r as a

ppro

pria

te),

and

zero

the

spec

troph

otom

eter

.

Fing

erpr

ints

, du

st,

and

othe

r re

sidu

es c

an b

ias

abso

rban

ce r

eadi

ngs.

Be

sure

to

clea

nly

wip

e of

fth

e op

tical

su

rfac

e of

any

sam

ple

cell

or a

mpu

lth

at is

ana

lyze

d w

ith t

hesp

ectr

opho

tom

eter

.

Wav

elen

gth

set c

orre

ctly

DI

Cal

ibra

tion

blan

k is

insa

mpl

e ce

ll an

dal

igne

d pr

oper

ly

Lig

htsh

ield

rem

oved

Mak

ing

a C

alib

ratio

n C

urve

Mak

ing

a C

alib

ratio

n C

urve

Zero

ing

the

Spec

trom

eter

Zero

ing

the

Spec

trom

eter

Ligh

tsh

ield

inpl

ace

Dev

ice

isze

roed

Mak

ing

a C

alib

ratio

n C

urve

:M

akin

g a

Cal

ibra

tion

Cur

ve:

Rec

ord

Dat

aR

ecor

d D

ata

�R

ecor

d th

eab

sorb

ance

of e

ach

calib

ratio

n st

anda

rd�

This

dat

a is

use

dw

hen

calc

ulat

ing

aca

libra

tion

curv

e.

Mak

ing

a C

alib

ratio

n C

urve

:M

akin

g a

Cal

ibra

tion

Cur

ve:

Det

erm

inin

g r

Det

erm

inin

g r (

corre

latio

n co

effic

ient

)(c

orre

latio

n co

effic

ient

)

�U

se a

cal

cula

tor,

Exce

l, or

oth

er so

ftwar

e.�

In E

xcel

, you

can

use

the

CO

RR

EL fo

rmul

a.�

CO

RR

EL(V

alue

s 1,V

alue

s 2) r

etur

ns th

e co

rrel

atio

n co

effic

ient

, r.

�M

any

scie

ntifi

c ca

lcul

ator

s can

cal

cula

te r

as w

ell.

00.

000

300.

016

500.

029

100

0.05

615

00.

080

200

0.10

025

00.

135

r =0.

9980

79

=CO

RREL

(A1:

A7,B

1:B7

)

�r d

escr

ibes

how

muc

h of

a c

orre

latio

n th

ere

isbe

twee

n th

e tw

o da

ta se

ts.

Clic

k he

re fo

r mor

e in

form

atio

n .�

In th

is c

ase,

it d

escr

ibes

how

linear

the

data

is.

�W

hy sh

ould

the

data

be

linea

r?�

Bec

ause

of B

eer’

s law

.

Mak

ing

a C

alib

ratio

n C

urve

:M

akin

g a

Cal

ibra

tion

Cur

ve:

Abou

t rAb

out r

Mak

ing

a C

alib

ratio

n C

urve

:M

akin

g a

Cal

ibra

tion

Cur

ve:

Beer

’s L

awBe

er’s

Law

�B

eer’

s law

stat

es th

atA

= ε

bcε

=m

olar

abs

orpt

ivity

(how

“po

tent

” th

e dy

e is

)b

=ce

ll pa

th le

ngth

c =

conc

entra

tion

�Si

nce

the

mol

ar a

bsor

ptiv

ity a

nd th

e pa

th le

ngth

are

the

sam

e fo

r all

read

ings

, onl

y th

e th

e co

ncen

tratio

nch

ange

s. T

hus,

if th

e co

ncen

tratio

n do

uble

s, so

shou

ld th

e ab

sorb

ance

(A).

Thi

s is a

linear

rela

tions

hip.

�If

cal

ibra

tion

data

is n

ot li

near

(r <

.995

), th

an th

ere

is a

pro

blem

in e

ither

the

proc

edur

e or

cal

ibra

tion

stsa

ndar

d.

Mak

ing

a C

alib

ratio

n C

urve

:M

akin

g a

Cal

ibra

tion

Cur

ve:

Line

ar R

egre

ssio

nLi

near

Reg

ress

ion

�O

nce

you

know

that

the

data

is v

alid

(r >

.995

),yo

u w

ill n

eed

to c

alcu

late

the

linea

r reg

ress

ion,

or th

e “l

ine

of b

est f

it”.

�Th

is c

an b

e do

neon

a c

alcu

lato

r or

othe

r sof

twar

e.0

0.00

00.

030

0.01

60.

050

0.02

90.

100

0.05

60.

150

0.08

00.

200

0.10

00.

250

0.13

5r

=0.

9980

79=

CO

RR

EL

(A1:

A7,

B1:

B

Cal

ibra

tion

Cur

ve (p

erm

anga

nate

chl

orin

e eq

uiva

lent

)

y =

0.52

2974

x +

0.00

1154

0.00

0

0.02

0

0.04

0

0.06

0

0.08

0

0.10

0

0.12

0

0.14

0

0.16

0 0.00

00.

100

0.20

00.

300

Con

c. (p

pm)

Absorbance

Mak

ing

a C

alib

ratio

n C

urve

:M

akin

g a

Cal

ibra

tion

Cur

ve:

Che

ck C

alib

ratio

nC

heck

Cal

ibra

tion

�C

alib

ratio

n is

val

id w

hen

r > .9

95 a

nd th

ey-

inte

rcep

t (th

e “b

” in

y=m

x+b)

is b

elow

the

limit

of d

etec

tion

(LO

D).

�Th

ere

is e

xten

sive

cal

ibra

tion

info

rmat

ion

on a

vaila

ble

in o

ther

DN

R p

rese

ntat

ions

.C

heck

it o

ut!

Anal

yzin

g a

Sam

ple

Anal

yzin

g a

Sam

ple

–Ze

ro th

e sp

ectro

met

er w

ith D

Iw

ater

–R

ecor

d ab

sorb

ance

of b

lank

(pur

esa

mpl

e)

–R

ecor

d ab

sorb

ance

of d

evel

oped

sam

ple

(sam

ple

+ D

PD in

am

pul).

�Th

ere

are

thre

e st

eps t

o an

alyz

ing

a sa

mpl

e.

Dev

elop

ed sa

mpl

e

�D

evel

oped

(sol

utio

n +

DPD

) sam

ples

or s

tand

ards

shou

ld n

ot b

e re

ad b

efor

e th

ree

min

utes

, or a

fter s

ixm

inut

es.

Rea

d th

em b

etw

een

3-6

min

utes

.�

Set u

p a

timin

g sc

hedu

le to

max

imiz

e ef

ficie

ncy.

�En

sure

that

eac

h sa

mpl

e de

velo

ps fo

r a c

onsi

sten

tam

ount

of t

ime

befo

re it

is re

ad.

Develop Sample # 1 �

Develop Sample # 2 �

Develop Sample # 3 �

Develop Sample # 4 �

Develop Sample # 5 �

Develop Sample # 6 �

Read Sample # 1�

Read Sample # 3�

Read Sample # 2�

Read Sample # 4�An

alyz

ing

a Sa

mpl

e - T

imin

gAn

alyz

ing

a Sa

mpl

e - T

imin

g

etc.

.

Exam

ple

timin

g sc

hedu

le fo

r thr

ee m

inut

e de

velo

ping

tim

e fo

r six

sam

ples

.

Anal

yzin

g a

Sam

ple

Anal

yzin

g a

Sam

ple

�W

hen

anal

yzin

g a

sam

ple

reco

rd b

oth

abso

rban

ces

(bla

nk a

nd d

evel

oped

) on

the

data

shee

t.�

Subt

ract

the

blan

k ab

sorb

ance

from

the

deve

lope

dab

sorb

ance

to g

et th

e ad

just

ed a

bsor

banc

e.�

This

adj

uste

d ab

sorb

ance

cor

rect

s for

any

nat

ural

abso

rban

ce o

f the

sam

ple

or a

mpu

l its

elf.

Sam

ple

no.

Blan

kD

evel

oped

Adj.

Abs.

Out

fall

no. 1

0.00

30.

032

0.02

9O

utfa

ll no

. 20.

003

0.04

80.

045

Out

fall

no. 3

0.00

00.

046

0.04

6O

utfa

ll no

. 40.

002

0.03

50.

033

DEV

ELO

PED

- B

LAN

K =

Adj

uste

d A

bsor

banc

e

Cal

ibra

tion

Cur

ve (p

erm

anga

nate

chl

orin

e eq

uiva

lent

)

y =

0.52

2974

x +

0.00

1154

0.00

0

0.02

0

0.04

0

0.06

0

0.08

0

0.10

0

0.12

0

0.14

0

0.16

0 0.00

00.

100

0.20

00.

300

Con

c. (p

pm)

Absorbance

Anal

yzin

g a

Sam

ple

Anal

yzin

g a

Sam

ple

�Th

e ad

just

edab

sorb

ance

s are

the

only

val

ues t

hat a

reus

ed in

cal

cula

tions

.

[.065

] =

.522

974(

x) +

.011

54

x=.1

02 p

pm[C

orre

cted

Abs

.]=

.5

2297

4(co

nc. o

f sam

ple)

+.0

1154

�Le

t say

, for

inst

ance

, tha

t a sa

mpl

e ha

s a c

orre

cted

abs

orba

nce

of .0

65.

Use

bac

k-ca

lcul

atio

n to

cal

cula

te th

e co

ncen

tratio

n of

sam

ple,

usi

ng th

elin

ear r

egre

ssio

n eq

uatio

n. S

olve

for (

x).

�Th

ese

valu

es a

re“p

lugg

ed”

into

the

linea

r reg

ress

ion

equa

tion

to g

et a

conc

entra

tion.

Sum

mar

ySu

mm

ary

�M

ake

sure

to u

se a

n U

SEPA

acc

epte

dm

etho

d, a

nd b

e ab

le to

cite

whi

ch m

etho

dth

at is

.�

Be

sure

to c

alib

rate

car

eful

ly.

Che

ck th

atca

libra

tion

is v

alid

(>.9

95).

�D

eter

min

e lin

e of

bes

t fit.

�U

se e

quat

ion

from

line

of b

est f

it to

bac

k-ca

lcul

ate

abso

rban

ces f

rom

sam

ples

.

Addi

tiona

l Inf

orm

atio

nAd

ditio

nal I

nfor

mat

ion

Abou

t Low

Lev

el T

estin

gAb

out L

ow L

evel

Tes

ting

�Lo

w le

vel t

estin

g is

esp

ecia

lly p

rone

to th

eef

fect

s of i

nter

nal r

efle

ctio

ns.

�In

tern

al re

flect

ions

:–

light

-sca

tterin

g/re

flect

ing

affe

cts a

ssoc

iate

d w

ith th

esa

mpl

e ce

ll/am

pul i

tsel

f (no

t its

con

tent

s).

Ligh

tso

urce

Det

ecto

rSa

mpl

ece

ll(b

lank

)

Nor

mal

lytr

avel

ing

light

Lig

htaf

fect

ed b

yin

tern

alre

flect

ions

(<.0

1%)

�Th

ese

effe

cts

are

usua

llyin

sign

ifica

nt.

Typi

cal

Typi

cal S

pect

roph

otom

etry

Spec

troph

otom

etry

Typi

cal B

lank

—Li

ttle

abso

rban

ce

—M

ost o

f the

ligh

t goe

sth

roug

h

Typi

cal (

deve

lope

d) S

ampl

e

—Si

gnifi

cant

Abs

orba

nce

—A

sign

ifica

nt a

mou

nt o

flig

ht is

abs

orbe

dStrong signal

Weaker Signal

�A

bsor

banc

e

=

Stro

ng

-W

eak = st

rong

�U

ncer

tain

ty d

ue to

diff

eren

t int

erna

l ref

lect

ions

is in

sign

ifica

nt

�Id

eally

, the

re is

a si

gnifi

cant

diff

eren

ce b

etw

een

the

blan

k an

dsa

mpl

e. T

he ra

ndom

diff

eren

ces i

n sc

atte

ring

effe

cts o

f diff

eren

tce

lls is

insi

gnifi

cant

.

Low

-Lev

el

Low

-Lev

el S

pect

roph

otom

etry

Spec

troph

otom

etry

Bla

nk

—Li

ttle

abso

rban

ce

—M

ost o

f the

ligh

t goe

sth

roug

h

Low

abs

orba

nce

sam

ple

—Li

ttle

abso

rban

ce

—M

ost o

f the

ligh

t goe

sth

roug

hStrong signal

Strong Signal

�A

bsor

banc

e

=

Stro

ng

-

Stro

ng =

~~ 00

�U

ncer

tain

ty d

ue to

diff

eren

t int

erna

l ref

lect

ions

is m

ore

sign

ifica

nt

�Th

e bl

ank

and

the

sam

ple

are

near

ly id

entic

al�

Diff

ernc

es b

etw

een

cells

bec

ome

sign

ifica

nt.

Low

-Lev

el

Low

-Lev

el S

pect

roph

otom

etry

Spec

troph

otom

etry

::M

inim

izin

g In

tern

al R

efle

ctio

nsM

inim

izin

g In

tern

al R

efle

ctio

ns�

Use

reag

ent-f

ree

ampu

ls fo

r bla

nk a

nd/o

r zer

o–

Bla

nk a

mpu

ls a

re id

entic

al to

DPD

am

puls

, but

cont

ain

no D

PD re

agen

t–

Min

imiz

es th

e di

ffer

ence

s in

inte

rnal

refle

ctio

nsbe

twee

n re

adin

gs–

This

is so

mew

hat m

ore

cost

ly (~

50

cent

s per

bla

nkam

pul)

but w

ill im

prov

e re

sults

.

Low

-Lev

el

Low

-Lev

el S

pect

roph

otom

etry

Spec

troph

otom

etry

::M

inim

izin

g In

tern

al R

efle

ctio

nsM

inim

izin

g In

tern

al R

efle

ctio

ns�

Use

cel

ls th

at w

/ 25m

m+

path

leng

th–

Cel

ls sm

alle

r tha

n 25

mm

acr

oss w

illyi

eld

low

abs

orba

nces

. In

tern

alre

flect

ions

will

be

mor

e si

gnifi

cant

.�

Avo

id d

ilutin

g sa

mpl

e–

Dilu

ting

the

sam

ple

will

furth

erde

crea

se it

s abs

orba

nce.

�U

se fl

ow-th

roug

h ce

ll to

eliminate

erro

rs d

ue to

inte

rnal

refle

ctio

n.–

Cos

tly, b

ut si

gnifi

cant

ly im

prov

esre

sults

.

Sam

ple

Cel

l

> 25

mm

Abou

t rAb

out r

�Le

t’s lo

ok a

t the

men

of H

appy

ville

. D

ata

was

col

lect

edco

ncer

ning

hei

ght a

nd w

eigh

t. It

is sh

own

belo

w.

Heigh

tAver

age

Weig

ht5'

2"14

2.1

5'' 4

"14

7.7

5' 6"

156.

05'

8"16

4.3

5' 10

"17

2.1

6' 0"

179.

66'

2"18

8.1

6' 4"

199.

0

Can

you

pre

dict

the

wei

ght o

f a 5

’9”

pers

on fr

om th

is d

ata?

Abou

t rAb

out r

�C

an y

ou p

redi

ct th

e w

eigh

t of a

5’9

” pe

rson

from

this

dat

a?

Heigh

tAver

age

Weig

ht5'

2"14

2.1

5'' 4

"14

7.7

5' 6"

156.

05'

8"16

4.3

5' 10

"17

2.1

6' 0"

179.

66'

2"18

8.1

6' 4"

199.

0

Sure

, the

dat

a is

pre

dict

able

and

is v

ery

linea

r. B

ydr

awin

g a

line

thro

ugh

the

poin

ts o

n a

grap

h, w

e ca

npr

edic

t the

wei

ght o

f the

ave

rage

5’9

” m

ale.

Aver

age

Mal

e W

eigh

t in

Som

ewhe

revi

lle

130

140

150

160

170

180

190

200

210

5' 2"

5'' 4"

5' 6"

5' 8"

5' 10"

6' 0"

6' 2"

6' 4"

Heig

ht (f

t/in)

Weight (pds)

5' 9"

168.

4

168.

4

Abou

t rAb

out r

�W

e ca

n as

sum

e th

at th

e lin

e w

e dr

ew th

roug

h th

e po

ints

isa

good

indi

cato

r of r

ealit

y be

caus

e it

lies c

lose

to e

very

poin

t. r

desc

ribes

how

wel

l the

line

des

crib

es th

e tru

e da

ta(r

ealit

y).

Heigh

tAver

age

Weig

ht5'

2"14

25''

4"

148

5' 6"

156

5' 8"

164

5' 10

"17

26'

0"18

06'

2"18

96'

4"19

9

Aver

age

Mal

e W

eigh

t in

Hap

pyvi

lle

130

140

150

160

170

180

190

200

210

5' 2"

5'' 4"

5' 6"

5' 8"

5' 10"

6' 0"

6' 2"

6' 4"

Heig

ht (f

t/in)

Weight (pds)

5' 9"

168.

4Th

is lin

e is n

o go

od

Neith

er is

this

line

Abou

t rAb

out r

�Le

t’s lo

ok a

t som

e ot

her d

ata.

Thi

s tim

e w

e w

illco

llect

dat

a on

the

num

ber o

f chi

ldre

n m

en in

Hap

pyvi

lle h

ave.

The

resu

lts a

re sh

own

belo

w�

Can

you

pre

dict

how

man

y ch

ildre

n th

e av

erag

e5’

9” m

an h

as?

Heig

htAv

erag

e #

of C

hild

ren

5' 2"

3.2

5'' 4

"5.

35'

6"3.

85'

8"2.

05'

10"

6.1

6' 0"

3.3

6' 2"

1.9

6' 4"

4.3

Abou

t rAb

out r

�C

an y

ou p

redi

ct h

ow m

any

child

ren

the

aver

age

5’9”

man

has?

Heig

htAv

erag

e #

of

Chi

ldre

n5'

2"

3.2

5'' 4

"5.

35'

6"

3.8

5' 8

"2.

05'

10"

6.1

6' 0

"3.

36'

2"

1.9

6' 4

"4.

3

Aver

age

No. o

f Chi

ldre

n in

Som

ewhe

revi

lle

01234567

5' 2"

5'' 4"

5' 6"

5' 8"

5' 10"

6' 0"

6' 2"

6' 4"

Heig

ht (f

t/in)

Children

Prob

ably

not

, the

dat

a is

unp

redi

ctab

le b

ecau

se it

is n

ot li

near

. In

fact

it is

not

ord

ered

at a

ll. I

t wou

ld b

e di

ffic

ult f

indi

ng A

NY

line

that

com

es c

lose

to a

ll th

e po

ints

. This

is th

e be

st fi

tting

line

-- b

arel

y

5' 9"

3.7?�

Abou

t rAb

out r

The

abili

ty fo

r a li

ne to

clo

sely

fit th

e da

ta is

its c

orre

latio

nco

effic

ient

, or

r val

ue.

r is

valu

ed b

etw

een

0 an

d 1,

0m

eani

ng N

O c

orre

latio

n an

d 1

mea

ning

per

fect

cor

rela

tion.

Mos

t sci

entif

ical

ly d

ata

falls

betw

een

the

two.

Aver

age

No. o

f Chi

ldre

n in

Som

ewhe

revi

lle

r = 0

.132

6

01234567

5' 2"

5'' 4"

5' 6"

5' 8"

5' 10"

6' 0"

6' 2"

6' 4"

Heig

ht (f

t/in)

Children

Aver

age

Weig

htHe

ight

Aver

age

# of

Child

ren

142

5' 2"

3.2

148

5'' 4

"5.

315

65'

6"3.

816

45'

8"2.

017

25'

10"

6.1

180

6' 0"

3.3

189

6' 2"

1.9

199

6' 4"

4.3

Aver

age

Mal

e W

eigh

t in

Som

ewhe

revi

lle

r = 0

..998

4

130

140

150

160

170

180

190

200

210

5' 2"

5'' 4"

5' 6"

5' 8"

5' 10"

6' 0"

6' 2"

6' 4"

Heig

ht (f

t/in)

Weight (pds)

Thus

, we

can

say

that

ther

e IS

aco

rrel

atio

nbe

twee

n he

ight

and

wei

ght,

but t

here

isN

OT

a co

rrel

atio

nbe

twee

n he

ight

and

no. o

f chi

ldre

n.

stro

ng c

orre

latio

nw

eak

corr

elat

ion

�So

wha

t doe

s thi

s hav

e to

do

with

che

mis

try?

�Th

e am

ount

of W

ürst

er d

ye p

rodu

ced

from

the

DPD

reag

ent i

s dire

ctly

pro

porti

onal

toth

e am

ount

of c

hlor

ine

in th

e sa

mpl

e. T

heco

lore

d dy

e is

resp

onsi

ble

for t

he a

bsor

banc

eat

520

nm.

�Th

us B

eer’

s law

tells

us t

hat t

he a

bsor

banc

eof

a sa

mpl

e w

ith e

xces

s DPD

will

be

dire

ctly

prop

ortio

nal t

o th

e am

ount

of c

hlor

ine

in it

.�

We

use

r to

chec

k ho

w w

ell B

eer’

s law

isw

orki

ng u

nder

spec

ific

labo

rato

ry c

ondi

tions

.

Abou

tAb

out rr