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ON
STUDENT’S INDUSTRIAL WORK
EXPERIENCE SCHEME
UNDERTAKEN
AT
ONDO STATE UNICEF ASSISTED WATER AND
SANITATION PROJECT
{WATSAN}
OBA-ILE ROAD, NEAR OWENA MASS TRANSIT, AKURE, ONDO
STATE, NIGERIA.
BY
FAMORI STEPHEN OLUWASEYI
100503006
DEPARTMENT OF GEOLOGY AND MINERAL SCIENCES.
A TECHNICAL REPORT PRESENTATION
November, 2013.
PRESENTATION OVERVIEW
Students’ industrial work experience scheme
(SIWES) is a Programme that helps the students to
translate their theoretical knowledge to practical work
and then familiarise themselves with the industrial
world.
This Programme is strategically put in place for
students of Nigeria in higher institutions who are
oriented in their various areas of specialization. These
slides covers the nature of work done and summary
of the whole programme (6 Months SIWES) at Ondo
state unicef assisted water and sanitation {WATSAN}
project Oba-ile road near Owena mass transit Akure,
Ondo state.
INTRODUCTION
BRIEF HISTORY OF WATSAN
The programme started as a pilot scheme in Imo-State in1982, move to
Gongola in 1983, Kwara in 1984 and Niger State in 1986 under the 1981-
1990 country programme co-operation. In view of the tremendous
achievements made in the improvement of health of children and socio-
economic status of women in the states, the government of the Federal
Republic of Nigeria and united nations children fund {unicef} entered
into present agreement of 1991-1995 programme of co-operation.
The focal states in the {B} health zone for watsan projects are
Ondo, Oyo and Osun states. The Ondo state watsan project formally took
off in July 1992 and enjoyed some degree of autonomy under the then
supervision of his Excellency the deputy Governor of Ondo state late Dr.
Olusegun Agagu who provided exemplary leadership before it was
transferred to the ministry of health under the auspices of the dynamic
honourable state Commissioner for Health, and now is in the ministry of
public utility.
COMMISSIONER
PROJECT MANAGER
ADMIN & FINANCE
DIVISION
PLANNING, MONITORING
& EVALUATION DIVISION
COMMUNITY
MOBILIZATION &
HEALTH EDUCATION
DIVISION
WATER SUPPLY DIVISION WORKSHOP
DIVISION
SANITATION
DIVISION
ACCOUNTING
STORE
REGISTRY
PERSONNEL
AUDIT
PLANNING
DATAGATHERING
LABORATORY
COMPUTER
COMMUNITY
MOBILIZATION
COMMUNITY
MOBILIZATION
HEALTH
EDUCATION
ALT.WATERSUPPLY
GEOPHYSICS
DRILLING
DRAWINGSTUDIO
PLATFORMCONSTRUCTION
TRAINING
CONSTRUCTIONOFLATERINE
PROGRAMMESUPPORT
COMMUNITY
WORKSHOP
HANDPUMP
INSTALLATION
CLAYPOT&
PLASTIC
PLATFORMCONSTRUCTION
MECHANICAL
ELECTRICAL
FABRICATION
ORGANIZATION CHART OF ONDO STATE UNICEF ASSISTED WATER
AND SANITATION PROJECT.{WATSAN}
NATURE OF WORK AT WATSAN
In Ondo state unicef assisted water and
sanitation project, the nature of their work is as
follows:
• A pre-drilling geophysical investigation for
groundwater development.
• Drilling of boreholes, boreholes design and
completion.
• Installation of pumps and solar panels.
• Maintenance of boreholes.
• Test pumping.
 A CASE STUDY ON PRE-DRILLING GEOPHYSICAL SURVEY
A pre-drilling geophysical
investigation for groundwater
development at Araromi community,
Akure north local government, Ondo
state.
A geophysical survey was conducted at Araromi Community, Akure North
Local Government Area of Ondo State, aimed at recommending a suitable
location for borehole drilling. Electrical resistivity method was utilized. The
Schlumberger electrode configuration was adopted for the field investigation.
Two Vertical Electrical Soundings (VES) point were occupied. The objectives of
the survey are:
CASE STUDY INTRODUCTION
₡ To carry out reconnaissance survey of the geomorphology / hydrology of the
site with a view to locate suitable areas for geophysical investigation.
₡ To carry out geoelectric survey in the chosen areas and consequently
delineate the groundwater aquifers and its thickness.
₡ To locate suitable point for a prolific borehole within the site.
SITE DESCRIPTION
N
SCHEMATIC DIAGRAM SHOWING VES POINTS AT ARAROMI COMMUNITY.
VES 2
VES 1
AIRPORT ROAD, ARAROMI AKURE
NORTH LGA
GEOLOGY OF THE STUDY AREA
The precambrian Basement complex
rocks (Igneous and Metamorphic) of
southwestern Nigeria (Rahaman 1976)
underlies the study area. The lithological
units identified to be migmatite gneiss are
mostly concealed by the unconsolidated
basement regolith in the area.
The uncosolidated regolith underlain
by fractured/fresh bedrock generally
occurs in a typical basement terrain.
FIELD MEASUREMENT
Two vertical electrical soundings (VES) were
conducted at the location. The schlumberger
electrode array was utilized. Total electrode
spread (AB/2) was varied from 1.0m to a
maximum of 50m.The DDR2 Resistivity Meter
was utilized for the data acquisition and Data
collection software (DC) was used to interpret
the data collected on the field.
Current
Electrode
Spacing
(AB/2)
Potential Electrode
MN
(m)
ρa = (KR) VES 1 ρa = (KR) VES 2
1 0.5 461 82
2 0.5 393 347
3 0.5 240 112
4 0.5 159 118
6 0.5 129 103
6 1.0 124 108
8 1.0 131 86
12 1.0 167 87
15 1.0 198 89
15 2.0 215 83
20 2.0 273 96
25 2.0 316 108
32 2.0 383 120
40 2.0 474 160
40 5.0 536 165
45 5.0 589 187
50 5.0 658 203
The field data were
presented as depth
sounding curves and
columnar section. These are
shown in the section that
follows with their
corresponding interpretation
attached.
SCHLUMBERGER DEPTH SOUNDING CURVE FOR VES 01
SCHLUMBERGER DEPTH SOUNDING CURVE FOR VES 01
537Ωm
156Ωm
537Ωm
76 Ωm
929 Ωm
3803 Ωm
0 m
1.27 m
.5.80 m
12.86 m
2.6 m
12.4 m
21 m
151 Ωm
62 Ωm
204 Ωm
985 Ωm
TOP SOIL
WEATHERED LAYER
FRESH BASEMENT
LATERITIC CLAY
LEGEND (VES 2)
TOP SOIL
PARTIALLY
WEATHERED LAYER
FRESH BASEMENT
LATERITIC CLAY
LEGEND (VES 1)
COLUMNAR/VERTICAL SECTION FOR VES 1 AND VES 2
VES 1 VES 2
0 m
Sounding Curves: The electrical
resistivity sounding curves obtained are
the KH and HA type for VES 1 and
VES 2 respectively. The curves were
interpreted and modelled qualitatively
and quantitatively with the help of D.C.
inverse software.
DATA INTERPRETATION
Layers Thickness Resistivity Geoelectric section
1 Topsoil
2
3
4
Lateritic clay
Partially weathered layer
Fresh basement
1.4m
3.5m
7.8m
537 Ωm
76 Ωm
929 Ωm
3803 Ωm∞m
DATA INTERPRETATION FOR VES 2
DATA INTERPRETATION FOR VES 1
1
2
3
4
Topsoil
Weathered layer
Fresh basement
Lateritic clay
1.0m
2.1m
6.0m
151 Ωm
62 Ωm
204 Ωm
∞m 985 Ωm
The results indicate that the site has medium
groundwater yield. The weathered basement is the
major aquifer which is porous and permeable for
groundwater abstraction. Groundwater
development via borehole is considered feasible at
this location in Araromi community
CONCLUSION
Location Recommended
VES
Recommended Depth
Araromi
community,
akure north
local govt.,
Ondo state.
VES 2 36 meters
Borehole is recommend to the depth of 36 meter, and it
should be drilled with 8 inches roller bit and cased down with 6
inches casing. Hole should be properly gravel packed and
developed after drilling.
RECOMMENDATION
GENERAL CONCLUSION
• The industrial training is a very interesting scheme. The
programme enables me to be exposed to industrial activities in
the country such that the practical experience gained would be
of use to me after graduation.
• Apart from the non- availability of employment opportunity in
the country, the scheme still has his own- merit. It makes me to
believe that I am a job creator not a job seeker
• The introduction of this programme has made it possible for me
to visit places and see thing happening outside the university
community. Also, the programme has offered me the necessary
opportunity to relate academic to practical and administrative
experience for future challenges.
GENERAL RECOMMENDATION
Having gone through the student industrial working
experience scheme [SIWES] programme, I can duly recommend
the following;
• The department should see it as appoint of duty to assist student
in getting attached to reputable and beneficial company/industry
in good time because many students face difficulties in securing
one.
• The school based co-coordinator should always endeavour to visit
the students at their various place of attachment.
• The students should shun any act of indiscipline such as late
coming and try as much as possible to be of good behaviour
during their stay with any establishment they find themselves
because they are the ambassador of the institution.
Questions….
Comments….
famsey

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famsey

  • 1. ON STUDENT’S INDUSTRIAL WORK EXPERIENCE SCHEME UNDERTAKEN AT ONDO STATE UNICEF ASSISTED WATER AND SANITATION PROJECT {WATSAN} OBA-ILE ROAD, NEAR OWENA MASS TRANSIT, AKURE, ONDO STATE, NIGERIA. BY FAMORI STEPHEN OLUWASEYI 100503006 DEPARTMENT OF GEOLOGY AND MINERAL SCIENCES. A TECHNICAL REPORT PRESENTATION November, 2013.
  • 3. Students’ industrial work experience scheme (SIWES) is a Programme that helps the students to translate their theoretical knowledge to practical work and then familiarise themselves with the industrial world. This Programme is strategically put in place for students of Nigeria in higher institutions who are oriented in their various areas of specialization. These slides covers the nature of work done and summary of the whole programme (6 Months SIWES) at Ondo state unicef assisted water and sanitation {WATSAN} project Oba-ile road near Owena mass transit Akure, Ondo state. INTRODUCTION
  • 4. BRIEF HISTORY OF WATSAN The programme started as a pilot scheme in Imo-State in1982, move to Gongola in 1983, Kwara in 1984 and Niger State in 1986 under the 1981- 1990 country programme co-operation. In view of the tremendous achievements made in the improvement of health of children and socio- economic status of women in the states, the government of the Federal Republic of Nigeria and united nations children fund {unicef} entered into present agreement of 1991-1995 programme of co-operation. The focal states in the {B} health zone for watsan projects are Ondo, Oyo and Osun states. The Ondo state watsan project formally took off in July 1992 and enjoyed some degree of autonomy under the then supervision of his Excellency the deputy Governor of Ondo state late Dr. Olusegun Agagu who provided exemplary leadership before it was transferred to the ministry of health under the auspices of the dynamic honourable state Commissioner for Health, and now is in the ministry of public utility.
  • 5. COMMISSIONER PROJECT MANAGER ADMIN & FINANCE DIVISION PLANNING, MONITORING & EVALUATION DIVISION COMMUNITY MOBILIZATION & HEALTH EDUCATION DIVISION WATER SUPPLY DIVISION WORKSHOP DIVISION SANITATION DIVISION ACCOUNTING STORE REGISTRY PERSONNEL AUDIT PLANNING DATAGATHERING LABORATORY COMPUTER COMMUNITY MOBILIZATION COMMUNITY MOBILIZATION HEALTH EDUCATION ALT.WATERSUPPLY GEOPHYSICS DRILLING DRAWINGSTUDIO PLATFORMCONSTRUCTION TRAINING CONSTRUCTIONOFLATERINE PROGRAMMESUPPORT COMMUNITY WORKSHOP HANDPUMP INSTALLATION CLAYPOT& PLASTIC PLATFORMCONSTRUCTION MECHANICAL ELECTRICAL FABRICATION ORGANIZATION CHART OF ONDO STATE UNICEF ASSISTED WATER AND SANITATION PROJECT.{WATSAN}
  • 6. NATURE OF WORK AT WATSAN In Ondo state unicef assisted water and sanitation project, the nature of their work is as follows: • A pre-drilling geophysical investigation for groundwater development. • Drilling of boreholes, boreholes design and completion. • Installation of pumps and solar panels. • Maintenance of boreholes. • Test pumping.
  • 7.  A CASE STUDY ON PRE-DRILLING GEOPHYSICAL SURVEY A pre-drilling geophysical investigation for groundwater development at Araromi community, Akure north local government, Ondo state.
  • 8. A geophysical survey was conducted at Araromi Community, Akure North Local Government Area of Ondo State, aimed at recommending a suitable location for borehole drilling. Electrical resistivity method was utilized. The Schlumberger electrode configuration was adopted for the field investigation. Two Vertical Electrical Soundings (VES) point were occupied. The objectives of the survey are: CASE STUDY INTRODUCTION ₡ To carry out reconnaissance survey of the geomorphology / hydrology of the site with a view to locate suitable areas for geophysical investigation. ₡ To carry out geoelectric survey in the chosen areas and consequently delineate the groundwater aquifers and its thickness. ₡ To locate suitable point for a prolific borehole within the site.
  • 10. N SCHEMATIC DIAGRAM SHOWING VES POINTS AT ARAROMI COMMUNITY. VES 2 VES 1 AIRPORT ROAD, ARAROMI AKURE NORTH LGA
  • 11. GEOLOGY OF THE STUDY AREA The precambrian Basement complex rocks (Igneous and Metamorphic) of southwestern Nigeria (Rahaman 1976) underlies the study area. The lithological units identified to be migmatite gneiss are mostly concealed by the unconsolidated basement regolith in the area. The uncosolidated regolith underlain by fractured/fresh bedrock generally occurs in a typical basement terrain.
  • 12. FIELD MEASUREMENT Two vertical electrical soundings (VES) were conducted at the location. The schlumberger electrode array was utilized. Total electrode spread (AB/2) was varied from 1.0m to a maximum of 50m.The DDR2 Resistivity Meter was utilized for the data acquisition and Data collection software (DC) was used to interpret the data collected on the field.
  • 13. Current Electrode Spacing (AB/2) Potential Electrode MN (m) ρa = (KR) VES 1 ρa = (KR) VES 2 1 0.5 461 82 2 0.5 393 347 3 0.5 240 112 4 0.5 159 118 6 0.5 129 103 6 1.0 124 108 8 1.0 131 86 12 1.0 167 87 15 1.0 198 89 15 2.0 215 83 20 2.0 273 96 25 2.0 316 108 32 2.0 383 120 40 2.0 474 160 40 5.0 536 165 45 5.0 589 187 50 5.0 658 203
  • 14. The field data were presented as depth sounding curves and columnar section. These are shown in the section that follows with their corresponding interpretation attached.
  • 15. SCHLUMBERGER DEPTH SOUNDING CURVE FOR VES 01
  • 16. SCHLUMBERGER DEPTH SOUNDING CURVE FOR VES 01
  • 17. 537Ωm 156Ωm 537Ωm 76 Ωm 929 Ωm 3803 Ωm 0 m 1.27 m .5.80 m 12.86 m 2.6 m 12.4 m 21 m 151 Ωm 62 Ωm 204 Ωm 985 Ωm TOP SOIL WEATHERED LAYER FRESH BASEMENT LATERITIC CLAY LEGEND (VES 2) TOP SOIL PARTIALLY WEATHERED LAYER FRESH BASEMENT LATERITIC CLAY LEGEND (VES 1) COLUMNAR/VERTICAL SECTION FOR VES 1 AND VES 2 VES 1 VES 2 0 m
  • 18. Sounding Curves: The electrical resistivity sounding curves obtained are the KH and HA type for VES 1 and VES 2 respectively. The curves were interpreted and modelled qualitatively and quantitatively with the help of D.C. inverse software. DATA INTERPRETATION
  • 19. Layers Thickness Resistivity Geoelectric section 1 Topsoil 2 3 4 Lateritic clay Partially weathered layer Fresh basement 1.4m 3.5m 7.8m 537 Ωm 76 Ωm 929 Ωm 3803 Ωm∞m DATA INTERPRETATION FOR VES 2 DATA INTERPRETATION FOR VES 1 1 2 3 4 Topsoil Weathered layer Fresh basement Lateritic clay 1.0m 2.1m 6.0m 151 Ωm 62 Ωm 204 Ωm ∞m 985 Ωm
  • 20. The results indicate that the site has medium groundwater yield. The weathered basement is the major aquifer which is porous and permeable for groundwater abstraction. Groundwater development via borehole is considered feasible at this location in Araromi community CONCLUSION
  • 21. Location Recommended VES Recommended Depth Araromi community, akure north local govt., Ondo state. VES 2 36 meters Borehole is recommend to the depth of 36 meter, and it should be drilled with 8 inches roller bit and cased down with 6 inches casing. Hole should be properly gravel packed and developed after drilling. RECOMMENDATION
  • 22. GENERAL CONCLUSION • The industrial training is a very interesting scheme. The programme enables me to be exposed to industrial activities in the country such that the practical experience gained would be of use to me after graduation. • Apart from the non- availability of employment opportunity in the country, the scheme still has his own- merit. It makes me to believe that I am a job creator not a job seeker • The introduction of this programme has made it possible for me to visit places and see thing happening outside the university community. Also, the programme has offered me the necessary opportunity to relate academic to practical and administrative experience for future challenges.
  • 23. GENERAL RECOMMENDATION Having gone through the student industrial working experience scheme [SIWES] programme, I can duly recommend the following; • The department should see it as appoint of duty to assist student in getting attached to reputable and beneficial company/industry in good time because many students face difficulties in securing one. • The school based co-coordinator should always endeavour to visit the students at their various place of attachment. • The students should shun any act of indiscipline such as late coming and try as much as possible to be of good behaviour during their stay with any establishment they find themselves because they are the ambassador of the institution.