aqualytic ® aqualytic ® product training: water analysis

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AQUALYTIC®

AQUALYTIC® Product Training:

Water Analysis

2

3

Methods and Products

titrimetric methods

colorimetric methods

tablet count method

drop countmethod

speedtest

MINIKIT

Test Kit

MINIKIT

visualmethods

photometricmethods

ComparatorCHECKIT®

Test Kit

AL100AL200AL400AL450AL800

4

Principle of Photometric Measurement

5

Electromagnetic spectrum

h

6

Absorption of light

Green

Red

STOP

Red- / Blue light

700 nm

550 nm450 nm

White light

700 nm

550 nm450 nm

Red

Blue Blue

h h

7

Absorption of light

E = lgI 0

I

I0: Intensitiy of the entering light

I: Intensitiy of the transmitted light

0 10 20 30 40 50 60 70 80 90 100

∞ 1.00 0.50 0.30 0.15 0.05 0.00

Transmission [%]

Extinction [Abs]

T[%]

E[Abs]

8

Principle of Photometric Measurement

9

Detector Detector

LEDLED

LED

Interfe-rence filter

Measuring beam

Interfe-rence filter

Principle of AL400

10

Principle of AL450

11

Principle of AL800

Microprocessor unitTungsten halogen lamp

Monochromator

Movable mirror

Sample chamber

Silicon photodiodeFor checking the optical system the AL800 has an integrated Didymium-filter, which is placed automatically in front of the

detector during self test.

12

Principle of Turbidity Measurement

13

COD-BOD

BODCOD

14

COD-BOD Relationship

≈ 20 % non degradable organic material

≈ 80 % degradable organic material

COD/ BOD5

RelationCharacteristics

< 1,7 Easy degradable / nearly complete decomposition

1,7 – 10 Incomplete decomposition / reasons: Some of the material is not degradable Inhibition because of toxic ingredients Slow adaptation of microorganisms

> 10 No decomposition / reasons: Persistent ingredients Complete inhibition because of toxic substances

15

BOD - Biochemical Oxygen Demand

Corg + O2

BacteriaCO2 + Cell mass

Measurement corresponds to the process during waste water treatment:

∆ p = BOD

Carbondioxide

Organic OxygenMaterials

Pressure Sensor

Gasket & CO2Absorber

Glass Bottle

Gas Phase

Waste Water

16

Schematic diagram of a wastewater treatment plant

(activated sludge plant)

Oxygen supply

Waste feed

Aeration tank

Waste sludge

Effluent

Sludge Return

17

Important Wastewater Parameter

Wa stwa te r

tre a tm e nt

p la nt

C O D 700 m g /l

B O D 400 m g/l

P hosphorus 10 m g/l (total)

Nitrogen 50 mg/l (total)

Phosphorus 2 m g/l (to ta l)

CO D 100 m g/l

N itrogen 10 m g/l (to ta l)

BO D 20 m g/l

Tota l n itrogen m eans: - o rgan ic N itrogen - A m m onium - N itra te - N itrite

EffluentW aste feed

Wastewatertreatmentplant

Nitrogen means:- Ammonia- Nitrate- Nitrite

18

BOD5

BOD-graph at 20 °C

0

20

40

60

80

100

120

0 5 10 15 20 25t [d]

BOD mg/l

C-org %

BODn+1 > BODn (20,6 % p.d.) BOD5 70% degradation of total BOD

19

BOD-Graph

A: Idealised BOD-Graph

B: Nitrification occures (use nitrification inhibitor N-ATH)

C: Measurement is overrange (change measuring range or dillute sample)

D: Measurment system is leaky or anaerobiosis occurs

E: Microorganisms were not pre-adapted; choose a suitable inokulum

20

pH-Sensor

Buffer solution pH 7

Metal lead for pH voltage

Metal lead for pH voltage (Reference Ag/AgCl element)

Reference Elektrolyte

Reference diaphragm

pH glas diaphragm

21

pH-Value

SL_2

U_AS

SL_1

pH

mV

pH

mV

pH-value

Pot

entia

lin m

V

22

Conductivity- Sensor

23

Oxygen-Sensor

Refillopening

Sensorshaft

O-Ring seal

Membrame cap

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