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JAR TEST LABSHEET
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FAKULTI TEKNOLOGI KEJURUTERAAN
INCLUDEPICTURE "http://www.uthm.edu.my/v2/images/logo/logo-uthm-web426x117.png" \* MERGEFORMATINET
FACULTY OF CIVIL AND ENVIRONMENTAL ENGINEERING
DEPARTMENT OF WATER AND ENVIRONMENTAL ENGINEERING
ENVIRONMENTAL ENGINEERING LABORATORY
LABORATORY INSTRUCTION SHEET
SUBJECT CODE
EXPERIMENT CODE
MA4
TEST
JAR TEST
COURSE CODE
FACULTY OF CIVIL AND ENVIRONMENTAL ENGINEERING
DEPARTMENT OF WATER AND ENVIRONMENTAL ENGINEERING
ENVIRONMENTAL ENGINEERING LABORATORY
SHORT REPORTSUBJECT CODE
CODE & EXPERIMENT TITLE
COURSE CODE
EXPERIMENT DATE
NAME OF STUDENT
NO. OF GROUP
NAME OF GROUP MEMBERS 1.
2.
3.
4.
5.
NAME OF LECTURER/ TUTOR/TRAINER
DATE OF SUBMISSION
MARKATTENDANCE & DISCIPLINE/10%
INTRODUCTION/5%
RESULTS/15%
DATA ANALYSIS/15%
DISCUSSION/25%
CONCLUSION/5%
REFERENCES/5%
TOTAL/80%
EXAMINERS COMMENT
APPROVAL RECEIVE
FACULTY : CIVIL AND ENVIRONMENTAL ENGINEERINGNO. OF PAGES :1/6
DEPARTMENT : WATER AND ENVIRONMENTAL ENGINEERING EDITION :MA4
REVISION NO. :04
LAB : ENVIRONMENTAL ENGINEERINGEFFECTIVE DATE :0112/2007
TEST : JAR TESTAMENDMENT DATE :20/11/2007
1.0 OBJECTIVE
To determine the optimal coagulant dose which will produce the highest removal of a given water turbidity.
2.0 LEARNING OUTCOME
1. To identify the most common coagulant used in the coagulant process.
2. To determine the most effective and optimum dosage of coagulant for a particular mixing intensity and duration.
3.To understand the complex interrelationships that exists between the chemicals and the constituents of the water being treated, as well as other factors such as pH, temperature, the intensity and duration of mixing.
3.0 THEORY
Raw water and wastewater are normally turbid containing solid particles of varying sizes. Particles with sizes greater than 50 m settle fairly rapidly. The settling velocities of colloidal particles of sizes less than 50 m are very slow. Thus, these particles are encouraged to collide leading to coalescence of particle to form flocs particles, which are bigger and heavier. These particles will have higher settling velocities and easily settle out. Colloidal particles do not agglomerate by itself due to the presence of repulsive surface forces. A process is needed to suppress these forces so as to allow flocs formation. This process is called coagulation process. It is actually the addiction of chemical coagulant to the raw water or wastewater. Coagulant that normally used are salts of aluminium namely aluminium sulphate and ferric salts namely ferrous sulphate and ferric chloride. The next process that follows the coagulation process is flocculation. It is the process that promotes particles collision due to gentle agitation resulting in agglomeration of smaller non-settleable particles into flocs (bigger particles) which settles easily to produce clarified water. Addition of coagulant aid such as synthetic polymer will accelerate settling.
PREPARED BY : AZRA MUNIRAH MAT DAUD
SIGNATURE :DATE : 20 NOVEMBER 2007
FACULTY : CIVIL AND ENVIRONMENTAL ENGINEERINGNO. OF PAGES :2/6
DEPARTMENT : WATER RESOURCE AND ENVIRONMENTAL ENGINEERINGEDITION :MA4
REVISION NO. :04
LAB : ENVIRONMENTAL ENGINEERINGEFFECTIVE DATE :01/12/2007
TEST : JAR TESTAMENDMENT DATE :20/11/2007
4.0EQUIPMENTS AND MATERIALS
1. Jar test apparatus with six rotating paddles blade
2. Six (6) beakers
3. pH meter
4. Turbidity meter
5. Pipette
REAGENT
1. Aluminum sulfate (alum) with a known concentration or anionic/cationic coagulant such as ferrous sulfate and ferric chloride.5.0 PROCEDURES
1.0 Select any coagulant aid from the bench.
2.0 Prepare samples of wastewater into six different beakers with one litre each and label the beakers.
3.0 Add in coagulant aid with different dosage and one control sample.
4.0 Run the experiment.
5.0 Observe the results.
PREPARED BY : AZRA MUNIRAH MAT DAUD
SIGNATURE : DATE : 20 NOVEMBER 2007
FACULTY : CIVIL AND ENVIRONMENTAL ENGINEERINGNO. OF PAGES :3/6
DEPARTMENT : WATER RESOURCE AND ENVIRONMENTAL ENGINEERINGEDITION :MA4
REVISION NO. :04
LAB : ENVIRONMENTAL ENGINEERINGEFFECTIVE DATE :01/12/2007
TEST : JAR TESTAMENDMENT DATE :20/11/2007
6.0 RESULTS AND CALCULATION Fill in the table provided in the bench sheet.7.0 DATA ANALYSIS
1. Compare the level of turbidity in each sample.2. With the aid of a graph, show the relationship between pH and turbidity with respect to coagulant dosage.
3. From the graph, get the optimum value for pH and coagulant dose of the coagulation process.
4. Explain the implications of using different dosage of aluminium sulphate in the treatment process
8.0 DISCUSSION
1. By using aluminium sulphate, the mechanism is :
Al3+ + 3H2O ( Al(OH)3 + 3H
Describe the mechanism of reaction if the aluminium sulphate is replaced by ferum chloride
(FeCl3).2. How the coagulant works?
3. Name three types of acid and base which are suitables for pH neutralization.
4. What are the benefits of using coagulant aids?
5. In what way the dosage of aluminium sulphate in the treatment process can be reduced?
6. Instead of Al2(SO4)3, name another three coagulants that can be best used as coagulant aid.
PREPARED BY : AZRA MUNIRAH MAT DAUD
SIGNATURE : DATE : 20 NOVEMBER 2007
FACULTY : CIVIL AND ENVIRONMENTAL ENGINEERINGNO. OF PAGES :4/5
DEPARTMENT : WATER RESOURCE AND ENVIRONMENTAL ENGINEERINGEDITION :MA4
REVISION NO. :04
LAB : ENVIRONMENTAL ENGINEERINGEFFECTIVE DATE :01/12/2007
TEST : JAR TESTAMENDMENT DATE :20/11/2007
Figure 1: Scale for measurement of floc sizes
FACULTY : CIVIL AND ENVIRONMENTAL ENGINEERINGNO. OF PAGES :5/6
DEPARTMENT : WATER RESOURCE AND ENVIRONMENTAL ENGINEERINGEDITION :MA4
REVISION NO. :04
LAB : ENVIRONMENTAL ENGINEERINGEFFECTIVE DATE :01/12/2007
TEST : JAR TESTAMENDMENT DATE :20/11/2007
9.0 BENCH SHEETJAR TEST 1 (Set the coagulant dose)
Initial turbidity : _______ NTU
Initial pH : _______
pH adjustment (base) : ______ mg/L of ____________
pH adjustment (acid) : ______ mg/L of ___________
Coagulant concentration : _______ mg/L
Jar No
1
2
3
4
5
6
pHCoagulant dose (mg/L)
12345controlAgitate (minute)
none
Fast (rpm)
none
Slow (rpm)
none
Settling depth (mm)
Turbidity (NTU)
Floc formation (final 10 minutes) ** Floc formation can be recorded by referring to the measurement scale as depicted in Figure 1.
PREPARED BY : AZRA MUNIRAH MAT DAUD
SIGNATURE : DATE : 20 NOVEMBER 2007
FACULTY : CIVIL AND ENVIRONMENTAL ENGINEERINGNO. OF PAGES :6/6
DEPARTMENT : WATER RESOURCE AND ENVIRONMENTAL ENGINEERINGEDITION :MA4
REVISION NO. :04
LAB : ENVIRONMENTAL ENGINEERINGEFFECTIVE DATE :01/12/2007
TEST : JAR TESTAMENDMENT DATE :20/11/2007
JAR TEST 2 (Set the pH value)
Initial turbidity : _______ NTU
Initial pH : _______
pH adjustment (base) : ______ mg/L of ____________
pH adjustment (acid) : ______ mg/L of ___________
Coagulant concentration : _______ mg/L
Jar No
1
2
3
4
5
6
pH
6.0
6.0
6.0
6.0
6.0
6.0
Coagulant dose (mg/L)
control
Agitate (minute)
none
Fast (rpm)
none
Slow (rpm)
none
Settling depth (mm)
Turbidity (NTU)
Floc formation (final 10 minutes) ** Floc formation can be recorded by referring to the measurement scale as depicted in Figure 1.
PREPARED BY : AZRA MUNIRAH MAT DAUD
SIGNATURE : DATE : 20 NOVEMBER 2007
Scale for measurement of floc sizes
Coarse
Moderate
Moderately fine
Fine
Very fine / fine
Very fine
Very Coarse
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