My Siwes Report COMPLETED1
My Siwes Report COMPLETED1
My Siwes Report COMPLETED1
SCHEME (SIWES) BY
COLLEGE OF EDUCATION.
i
DECLARATION
I hereby declare that this student industrial work experience scheme (SIWES)
technical report was solely written by me under the guidance of my industry base
supervisor ENGR.
A. A. ADEKUNLE and ENGR. A. O TOSIN and my supervising lecturer DR. A. K.
THOMAS.
DEDICATION
This report is dedicated to Almighty GOD, for his mercies and blessings shown on
me before, during and after my SIWES program. I will also like to dedicate this report to
my parents, Mr. and Mrs. OLALEYE, for their financial support and parental guides
given to me always.
ii
ACKNOWLEDGEMENT
Thank be to Almighty God for his blessing, guidance, protection, the courage and
the opportunity given to me for the successful completion of my SIWES program. I wish
to express my thanks to my beloved parents, Mr. and Mrs. OLALEYE, for their moral
and support toward the completion of this program. Lastly, I acknowledge the efforts of
my supervisors, ENGR. A.A. ADEKUNLE, ENGR. A. O. TOSIN, ENGR. MICHEL,
Mr.
ISHOLA, MR. BASSY and the entire staff of water treatment plant for their relevant
suggestion and contribution towards the completion of this program.
REPORT OVERVIEW
The report stated the objectives of SIWES which is to provide an avenue for student
in institution for students in a situation of higher learning to acquire industrial skills and
experience in their approved course of study and also to prepare students for the
industrial works situation which they are likely to meet after graduation. The report also
stated the description of the establishment of attachment and the work carried out during
the attachment period. More so, it also stated the problems encountered during the
iii
program
and also gave suggestion for improvement of the scheme.
iv
TABLE OF CONTENTS
TITLE PAGE I
DECLARATION I
DEDICATION II
ACKNOWLEDGEMENT III
TABLE OF CONTENTS
IV
2.5. THE VARIOUS DEPARTMENTS IN THE ORGANIZATION AND THEIR FUNCTIONS XIII
v
CHAPTER THREE: WATER AND EFFLUENT TREATMENT PLANT
3.2.3 SLUDGE_________________________________________________32
5.3 RECOMMENDATION____________________________64
5.4. REFERENCES_______________________________65
vi
CHAPTER ONE
1.0 INTRODUCTION
1.1 BACKGROUND
1.2 OBJECTIVES
The objectives of student industrial work experience scheme include the following;
It exposes and prepares students for the work situation they are likely to face
after graduation.
It allows the student to apply their theoretical knowledge in real work practice
vii
thereby bridging the gap between tertiary institution work and actual work.
viii
It exposes students to several safety measures and practices adopted
industrially, to prevent any form of hazard on staff and products.
It provides an avenue for students to acquire industrial skills and knowledge
in their chosen course of study.
It exposes the students to several machineries that are not usually found in
most tertiary institution as well as how to maintain and control the machines.
It enhances student contact for later job opportunity.
Bullivant engineering is located at number 2G obasa close, off obakran avenue ikeja
Lagos.
x
2.3 BULLIVANT ENGINEERING ORGANIZATIONAL STRUCTURE
1
2
CHAPTER 3
4
5
FIG 3: SCREENS
2. DISINFECTION: This is a means of disinfecting, that is, killing harmful
pathogenic microorganism that be found present in filtered water to a level that no
infection of disease results when the water is further distributed for various purposes.
For an effective disinfection to take place, certain factors must be considered such
as type of water to be treated, organic matter and oxidized compounds or impurities
present in water, microbial load of the water, pH of the water as well as temperature.
Chlorine or ozone or ultraviolet light are the commonly used disinfectant.
Chlorine is an important chemical disinfectant, it is an oxidizing agent as well as
a bleaching agent which can be supplied in form of liquefied gas that has to
dissolve in water or in form of an alkaline solution called sodium hypochlorite, where
active reagent is usually 65-70% depending on the manufacturer.
A more powerful disinfectant is ozone, an unstable form of oxygen containing three
atom per molecule rather than two found in ordinary oxygen gas. Other commonly
used method of disinfection is the use of ultraviolet germicidal irradiation popularly
known UV light. The water is passed through banks of cylindrical quartz jacketed
fluorescent bulb which produces a strong enough UV light ( an electromagnetic
irradiation) in circulating water system, making the water unsuitable to microorganism
such as bacteria, viruses, mold and other pathogenic organism as it is mutagenic to
the microorganisms.
6
The effectiveness of ultraviolet germicidal irradiation depends on the following;
The length of time a microorganism is exposed to the irradiation.
The intensity and wavelength of the UV light.
The presence of particles (dirt) in water that can protect the microorganism, therefore
requires proper filtration process before disinfection with the use of UV light.
Microorganism ability to withstand during its exposure.
The only disadvantage of UV disinfection is that, treated water are not
resistant to re-infection compared to chlorinated water as it leaves no residue for
further disinfection.
FIG 4: UV LIGHT
7
4. COAGULATION AND FLOCCULATION: Involves the use of chemical
coagulants in water to ensure the rapid destabilization of soluble fine particles
and colloidal matter to form larger particles of insoluble gelatinous flocculants
from the water.
Flocculation is the process that brings about the collision between the destabilized
suspended and colloidal particles to form larger particles that can be removed readily
and easily..
8
Improves color and taste and reduces odor caused by the presence of dissolved
gases in the water, such as hydrogen sulfide, and also oxidize and remove
organic matter.
9
FIG 7: Indication of pipelines for sludge circulatory system
7. FILTRATION: Involves the use of filter tanks loaded with filter media, by
passing water through it. The primary objective of this process is to remove
suspended materials that must have escape through the sedimentation process.
SCREENING
ELECTROMECHANICAL
PUMP
REACTION CHANNEL
CHLORINATION
NEUTRALIZATION COAGULATION
10
FLOCCULATION
11
AERATION
SEDIMENTATION
FILTRATION
STORAGE
TANK
DISTRIBUTION
12
impurities present in water due to the pressure of the pump.
Maintenance, control and operation of mechanical mixers attached to each
chemical tanks.
13
Coupling of aerators with perforated pipes channeled to the beneath of
a reaction channel.
Maintenance, control and operation of aerators connected with perforated
pipes to the reaction channel.
Connection of submersible pumps at the reaction channel which takes water
back to the river only to prevent over flow of water at the reaction channel.
Fixation and removal of new and old tube settler in sedimentation tanks
or clarifiers.
Physical treatment methods involve the physical means, visible to the eye usually
carried out to ensure proper treatment of effluent. This includes screening, aeration,
sedimentation, filtration, hydraulic press.
Chemical treatment methods involve the use of certain chemicals of which it
reaction cannot be seen with the naked eyes, to ensure the proper treatment of
effluent. This involves the use of chemicals such as alum and lime for coagulation,
precipitation of metals and pH control. DAP (Di-ammonium phosphate) and urea is
usually used for the regeneration of dead bacteria cells in the bioreactor.
Biological treatment methods involve the culturing of micro- organisms with the
use of certain chemicals such as DAP and urea, which serve as food to the
microorganisms and actually make them to survive for more digestion of blood in
the bioreactor.
15
EFFLUENT TREATMENT PLANT OF BULLIVANT ENGINEERING
Effluent coming from the RAW water goes through a channel to the rendering
plant. At the rendering plant, Raw water passes through a pipe to the screening
machine which is used to separate any solid material or parts that must have found
its way to the effluent, then the effluent flows through a pipe to DAF ( Dissolve air
floatation) tank. In the DAF air is added to the effluent which forms bubbles making the
fats and oil present in the effluent float on the effluent then a scrapper is used to scrape
out the fats and oil floating on the effluent. But it is not 100% efficient. From the DAF
the effluent passes through a pipe to a flow channel which has screen mesh that is used to
further remove solid particles, and oil traps which are further used to remove oil and fats
from the effluent. The pH of thick blood is usually 7, but after passing through the
rendering plant and DAF, the pH is reduced to 6.5.
Effluent from the flow channel moves to the equalization tanks, it is like a chamber
where all effluent are temporarily stored which has blower lines (perforated pipes)
connected to a blower which introduce oxygen to the effluent for proper mixing,
improvement of color and reduction of odors.
3.2.3 SLUDGE
Sludge refers to the semi-solid or solid residue that is generated during the treatment
of wastewater or industrial effluents. It is a byproduct of the wastewater treatment process
and consists of both organic and inorganic materials.
16
FIG.10 BIOREACTOR FIG.11 AERATOR
18
FIG12: RIVERSE OSMOSIS
3.2.6 RESIN FILTER: Resin filter are softeners. It is widely used in different
separation, purification and decontamination process which remove hardness from water
with the use of resin.
3.2.7 REGENERATION OF RESIN FILTER
Regeneration is a process that takes ion exchange resin heads that are exhausted
and removes ion that have been picked up during the in-service cycle so that resin can
continue to be used. Regeneration of resin filters, also known as ion exchange filters.
Regeneration of ion exchange resin bed involves multiple processes, which includes:
Backwash
Regeneration
Rinse
Service
19
1. Backwashing: Before regeneration, the resin bed is typically backwashed to
remove any loose particles, debris, or sediment that may have accumulated on the surface
of the resin
2. Regeneration: The regeneration process involves passing a regenerant solution
through the resin bed to remove the accumulated contaminants and restore the resin's
capacity 3. Rinse: After the regeneration process, the resin bed is rinsed with clean water
to remove any residual regenerant and neutralize the Ph.
4. Service: Once the resin bed has been regenerated and rinsed, it is ready to be put back
into service for filtration. The regenerated resin filter can now effectively remove
contaminants from the fluid stream until it becomes exhausted again.
20
CHAPTER FOUR
PLATE 1
21
PLATE 2- CENTRIFUGE: is a piece of lab equipment driven by a motor which spins
liquids sample at higher speed. It is also used to separate lesser density.
PLATE 3- COLONY COUNTER: is a device used for counting colonies of bacteria
growing in a culture
PLATE 4- MOISTURE ANALYZER: is an ideal device to determine measure and the
amount of any masses well as the consistency of volatile and fixed substances with high
accuracy. It is mainly used in the industrial sector to analyze pastes, mass, wood and
control of materials.
PLATE 5- COMPOUND MICROSCOPE: a device used to view tiny things that
cannot be viewed with the visible eye.
PLATE 2 PLATE 3
PLATE 4 PLATE 5 o sample and pour it into a petri dish of the same labeling
which contains a media already. Spread it using a spreader, allow it to absorb, invert it
and incubate at a temperature of 370c for 18-24hrs.
22
Conclusion: If there is no growth on TSF and there is growth on MacConkey, it is due to cross
– contamination and the analysis must be redone.
CHAPTER 5
25
of their studies which will help them build a very significant and effective meaning in
their career pursuit
5.4 REFERENCES
1. Books
a. Baker JC (1926). “Chlorine in sewage and waste disposal”. Canadian
Engineer — Water & Sewage, 50:127–128.
b. Binnie, Chris, Kimber, Martin, & Smethurst, George. (2002). “Basic
water treatment” (3rd ed.). London: Thomas Telford Ltd.
26