TABLE OF CONTENTs
Title page ……………………………………………………………………………………...………i
Dedication …………………………………………………………………………………….……...ii
Acknowledgement …………………………………………………………………………………..iii
Table of content ………………………………………………………………………………….…..iv
CHAPTER ONE: INTRODUCTION
1.1 Brief history of SIWES ……………………………………………………………………...……….1
CHAPTER TWO:
2.1 Company profile ……………………………………………………..……………………………..10
2.2 Brief history of the company
2.3 Department of the company
CHAPTER THREE
3.1 Groundwater and groundwater exploration ………………………..………………………………11
3.2 Ground water
3.2.1 Introduction
3.3 Ground water exploration
CHAPTER FOUR
4.1 Activity ………………………………………………………………………………………..........13
4.1.1 Subsurface investigation
4.2 Process and Result
4.3 Report of pre-drilling feasibility/geophysical investigation or ground water exploration
CHAPTER FIVE
5.1 Summary …………………………………………………………………………………………....21
5.2 Main activities of the company
5.3 Benefits and Challenges
5.4 Recommendation
5.5 Lesson/skills acquired
CHAPTER SIX: CONCLUSION …………………………………………………………………24
CHAPTER 3
GROUND WATER & GROUND WATER
EXPLORATION
3.2.1
INTRODUCTION
Water is life. There
is no gain saying that without water there would be no life of any kind on
earth. Apart from air, it is the most important. It sustains human life and
constitutes about 70% of its weight .It tremendous use and advantage is worth
of note in domestic, industrial, agriculture, navigational and recreation
sectors as well as energy in form of hydropower generation.
Although water is
about 70% (by volume) of potable water supply is through underground water
exploitation (wells, boreholes, tube wells wash bore). This is so because the
unit cost of providing and sustaining
water through well is less. In addition to this, the underground water is pure,
natural and free from contamination. It does not
require treatments (addition of additive such as chlorine, potassium, alum and
others) which have been proved to have their cumulative effect on the body
chemistry.
Groundwater exploration is gaining more and
more importance in Nigeria owning to the ever increasing demand for water supplies,
especially in areas with inadequate surface water supplies. Already, ten
percent of the world’s population is affected by chronic water scarcity and
this is likely to rise to one-third by about 2025 (WHO, 1996). The water
scarcity experienced by the people, led to the search for surface water supply.
Surface water, which mostly occurs as rivers are subjected to pollution. It is
sad to say that most of the rivers in Nigeria are highly polluted, the
pollutants being inadvertently introduced by man via industrial and petroleum
exploration activities. Despite the reported favorable ground water situations
the world over, the Nigeria situation appears to be restricted by the fact that
more than half of the country is underlain by sedimentary formations. These
rocks comprise mainly sand stones, shales, clays and hard crystalline
impervious rocks which are either igneous and limestone (Offodile, 1983).
The first alternative opened to man is ground
water, which may be defined as “water in the zone of saturation and from which
wells, springs and underground run off are supplied”. This water is trapped by
geological formations (Palacky et al., 1981). Many dug wells that were sunk in
the study area without an initial proper investigation failed and so were abandoned.
There are several reasons for the failure of boreholes and these include
inadequate or lack of pre drilling investigation, lack of expertise on the part
of personnel handling the drilling and sometimes lack of proper development of
a successfully dug hole.
Hence, a systematic and
scientific approach to the problem is therefore essential for the study area in
order to overcome these problems.
Groundwater is water located beneath the ground surface in soil pore
spaces and in the fractures of lithologic formations. A unit of rock or an
unconsolidated deposit is called an aquifer when it can yield a usable quantity
of water. The depth at which soil pore spaces or fractures and voids in rock
become completely saturated with water is called water table. Groundwater is
often withdrawn for agricultural, municipal and industrial use by constructing
and operating extraction wells. Groundwater is also widely used as a source,
for drinking supply and irrigation in food production (Zekster and Everett,
2004). Naturally, 53% of all population relies on groundwater as a source of
drinking water. In rural areas the figure is higher. Basically, Lagos which is the
study area located in the south-west region of Nigeria with dense population
living along the coast have a problem with inhabitants gaining access to
groundwater at the same depth.
Electrical resistivity method of
geophysical techniques happens to be the most preferred method in groundwater
potential.
Vertical Electrical Sounding (VES) is a geoelectrical common method to
measure vertical alterations of electrical resistivity. The method has been
recognized to be more suitable for hydro geological survey of sedimentary basin
(Kelly and Stanislav, 1993).
The electrical resistivity technique involves the measurement of the
apparent resistivity of soils and rock as a function of depth or position. The
most common electrical technique needed in hydro geologic and environmental
investigations is vertical electrical soundings (resistivity sounding). During
resistivity surveys, current is injected into the Earth through a pair of
current electrodes, and the potential difference is measured between a pair of
potential electrodes. The current and potential electrodes are generally
arranged in a linear array. Common arrays include dipole-dipole array,
pole-pole array, Schlumberger array and the Wenner array. The bulk average
resistivity of all soils and rock influencing the current. It is calculated by
dividing the measured potential difference by the input current and multiplying
by a geometric factor specific to the array being used and electrode spacing.
In a resistivity sounding, the distance between the current electrodes and the
potential electrodes is systematically increased, thereby yielding information
on subsurface resistivity from successively greater depth. The variation of
resistivity with the depth is modeled using forward and inverse modeling
computer software.