Outline
ďąIntroduction on laboratorywater examination,
analysis and interpretation.
ďąLaboratory water examination procedure
ďąLaboratory water analysis
ďą water interpretation of the results
3.
Introduction
ďąLaboratory water examinationprocedure has divided
into three areas:
i. Physical water examination procedure , analysis
and interpretation
ii. Chemical water examination procedure , analysis
and interpretation
iii. Bacteriological water examination procedure,
analysis and interpretation
4.
Physical examination ofwater 1/4
ďąPhysical water examination
procedure deal with physical
parameters example
pH,turbidity,total disolved
solid,color, taste, odor,electrical
conductivity and temperature.
ďąPhysical parameters mostly are
measured using instruments
ďąpH measured using pH meter
5.
Physical water examination2/4
ďąTurbidity measured using
Nephelometer Nephelometric
Turbidity Unit(NTU)
ďąTotal dissolved solids(TDS)
measured using conductvity
sensors
ďąColor measured by using
spectrophotometer
ďąElectrical conductivity
measured by using electrical
conductivity meter
6.
Physical water examination3/4
ďąIntensity of taste and odor in water is
measured by osmoscope and expressed in
unity called Threshod Odour Number.
ďąTemperature is measured by thermometer
7.
Interpretation of resultsin physical parameters 4/4
parameter Drinking water Wastewater
pH 6.5-8.5 5.7-8.7
Turbidity >5NTU 50NTU
Temperature <45O
C
Color 15 TCU
Odor odorless Unobjectionable
Electrical conductivity 1500uS/cm,max 2140uS/cm
Taste Tasteless unobjectionable
TDS 1000mg/l 1251mg/l
Suspended solid <300mg/l <600mg/l
8.
Bacteriological water examinationprocedure, analysis and interpretation 1/4
ďąBacteriological water examination procedure deal with
biological parameters example fecal coliform and total
coliform.
ďąThere are two method used to obtain fecal count
which are membrane filtration method and most
probable number method.
ďą But the most effective method is membrane filtration
method
9.
Procedures for bacteriologicalExaminations 2/4
ďąSterile all apparatus used in analysis by using
alcohol 70%
ďąDillute the water sample by using pure water
ďąSelect appropriate culture media, and dispense the
broth in sterile petri dish
ďąFlame the forceps, and remove the membrane from
the sterile package.
ďąPlace the membrane filter into the funnel assembly.
ďąFlame the pouring lip of the sample container and
pour the sample into the funnel.
10.
Procedures for bacteriologicalexamination 3/4
ďą Turn on the vacuum and allow the sample to draw
completely through the filter.
ďą Rinse funnel with sterile buffered water. Turn on vacuum
and allow the liquid to draw completely through the filter.
ďą Flame the forceps and remove the membrane filter from
the funnel.
ďą Place the membrane filter into the prepared Petri dish.
ďą Incubate at the proper temperature 44'C and for 24 hours.
ďą During incubation, each faecal coliform bacterium
develops into a visible yellow colony. After incubation,
the yellow colonies are counted, and the count per
100 ml is calculated
11.
Analysis and interpretationof biological
examination in water⌠4/4
Parameter Drinking water Waste water
Total coliform
CFU/100ml
Not detectable 1000MPN
E .coli CFU/ml Not detectable 400MPN
12.
Chemical water examinationprocedure , analysis and interpretation⌠1/12
ďąChemical analysis involve testing of the following
parameters Biological Oxygen Demand (BOD) ,
Chemical Oxygen Demand(COD) and Disolved
Oxygen(DO)
ďąDissolved Oxygen is the oxygen needed by living
organisms to maintain the metabolic processes that
produce energy for growth and reproduction. It is
examined by using the Winkler method with Azide
modification
13.
Chemical water examinationâŚ2/ 12
Procedures:
ďąCollect sample in BOD bottle
ďąAdd 2 ml MnSO4+ 2 ml Alkali iodide-
azide+close stopper
ďąMix well + allow the ppt to settle
ďąAdd 2 ml concentrated H2SO4+ mix well till
ppt dissolves
ďąTake 200 ml sample in a conical flask+titrate
against Sodium thiosulphate (0.025 N) till
pale yellow colour + starch + titrate till blue
to colorless
14.
Chemical water examinationâŚ3/12
ďąAnalysis and interpretation
D.O. in mg/l= Vx M
0.025
Where : V= mL thiosulphate solution used
M= Molarity of thiosulphate titrant
ďąIntepretation of results:
⢠Unpolluted water have a DO level below 1mg/l while effluents of
water sewage has 200-600 ppm
15.
Chemical water examinationâŚ4/12
ďąBiochemical Oxygen Demand is the oxygen
consumed by micro-organisms while stabilizing
biologically decomposable organic matter under
aerobic condition
ďąProcedures:
⢠Prepare dilution water, used for polluted water with
BOD > 7mL
⢠Measure the initial DO of the waste water sample
(refer DO procedures) and record
16.
Chemical water examinationâŚ5/12
ďąThenput 295 mL of dillution water in BOD bottle and
add 5mL of water sample in a BOD bottle containing
dillution water and incubate for 5 days under
temperature of 20o
C
ďąThen after five days measure final DO (refer DO
testing procedure)
17.
Chemical water examinationâŚ6/12
ďąAnalysisand interpretation
⢠BODmg/L=(initial DO-final DO)xDillution factor
Where
Dillution factor = Bottle volume(300)
Sample volume
ďąIntepretation of results:
⢠Unpolluted water have a BOD level below 1mg/l
while effluents of water sewage has 200-600 ppm
18.
Chemical water examinationâŚ7/12
ďąChemical Oxygen Demand
Is used to determined the quantity of pollution
in water after waste water treatment. The
higher value the COD indicates the higher
organic pollution in the water sample.
19.
Procedure for biologicaloxygen demandâŚ
9/12
ďąTake 10mls of sample into a round bottle reflex flask
ďąAdd some glass beads to prevent the solution from
bumping into the flask while heating
ďąAdd 1mls of mercury sulphate (HgSO4) solution to
flask and mix by swirling the flask
ďąAdd 5mls potassium dichromate(K2cr2O7) solution
ďąNow add slowly and careful 15 mls of silver sulphate-
sulphuric acid solution
20.
Procedure for biologicaloxygen DemandâŚ
11/12
ďąConnect the reflex condenser and digest the contents
using hot plate for 2hrs
ďąAfter digestion cool the flask and rinse the condenser
with 25mls distilled water collecting the same flask
ďąAdd 2-4 drops of ferroin indicator to the flask and
titrate with 0.025M Ferrous ammonium sulphate
solution to the end point
ďąMake the blank preparation in the same manner as
sample used distilled water instead of the sample
21.
Formular for calculationof CODâŚ11/12
COD=8 X 1000 X DF X M X (VB- VS)
volume of sample (in ml)
Where by
DF- dilution factor
M-molarity of standardize ferrous ammonium sulphate solution
Vb volume consumed in titration
Vs volume consumed in titration with sample preparation
ďąInterpretation
The polluted water in COD should not exceed 60mg/l
22.
Chemical analysis ofChlorineâŚ12/12
ďąChloride is determined in a
natural or slightly alkaline
solution by titration with
standard silver nitrate, using
potassium chromates an
indicator. Silver chloride is
quantitatively precipitated
before red silver chromate is
formed
ďąInterpretation
The residue chlorine in the
water starting from 0.2 up to
0.8