Aquifer Properties part (1)
We know by now that
an aquifer refers to a geological formation, which can store
and transmit
groundwater in sufficient quantity, so that the water can be
economically
utilized from the aquifer. Now in this section we will be discussing
about the properties
of a formation, which makes it an aquifer.
1-Porosity
Porosity of a formation
is measure of void spaces in the formation. It is
expressed as ratio of
the volume of voids to the total volume of the rock or
formation (Equation-1).
Generally, it is expressed as percentage. Thus:
n =(Vv/V) x 100 ----- Equation-1.
Where
n = porosity
vv = volume of voids
v = total volume of
rock
A look at equation-1
reveals that porosity is ratio of two volumes and does not
have any unit, rather
it is dimensionless.
An aquifer can have
either primary or secondary porosity. The flow
chart in Fig.6 clearly
shows that the primary porosity is formed during genesis of
the rock, while
secondary porosity is formed after genesis of the rock. The
porosity of loose
sand is the best example of primary porosity, while porosity
imparted to hard
rock because of fracturing is an example of secondary porosity.
Primary porosity is a
function of sorting, packing, shape and fabric of the grains,
while secondary
porosity is a function of intensity of fracturing, degree of
solution of the hard
rock etc. It must be mentioned explicitly that if all the grains
are spherical then in
such case porosity is not a function of the diameter of the
sphere. Thus if you
just magnify the grain size while sorting, packing etc. of the
grains remain same, and
then the porosity remains same.
2-Effective porosity
Effective porosity of a
formation refers to the fraction of porosity available for
fluid flow. It is
measured as a ratio of interconnected pore space/voids available
for fluid flow to the
total volume of the rock or formation (Equation-2).
Generally, it is
expressed as percentage. Thus:
e =Vi/Vx 100 ----- Equation-2.
Where
e = effective porosity
vi = volume of
interconnected pore space/voids
v = total volume of
rock
A look at equation-2
reveals that effective porosity is ratio of two volumes and
does not have any unit,
rather it is dimensionless.
3-Specific Yield
Specific yield of a
rock or formation is measured as the ratio of volume of water
that after saturation
is yielded/drained under influence of gravity to the volume
of the rock or
formation (Meinzer 1923) (Equation-3).
Sy =Vw/V ----- Equation-3.
Where
Sy = Specific yield
Vw = Volume of water
drained under influence of gravity
V = total volume of
rock
A glance at equation-3
reveals that Specific yield is ratio of two volumes and
does not have any unit,
rather it is dimensionless.
It is to be noted that
specific yield is also an approximate estimate of the volume
of water required to
saturate an aquifer by flow under influence of gravity.
4- Specific Retention
Specific retention of a
rock or formation is measured as the ratio of volume of
water that after
saturation is retained against the force of gravity to the total
volume of the rock or
formation (Meinzer 1923) (Equation-4).
Sr =Vr/V ----- Equation-4.
Where
Sr = Specific retention
Vr = Volume of water
retained against the force of gravity
V = total volume of
rock
A look at equation-4
reveals that Specific retention is ratio of two volumes and
does not have any unit,
rather it is dimensionless.
Here if we add specific
yield and specific retention we get equation-5. In this
equation, it is clear
that Vy: the volume of water yielded plus Vr: the volume of
water retained is a
measure of total voids or pores in the formation. Hence, it is
clear that specific
yield added with specific retention equal to porosity of the
formation.
S𝑦 + S𝑟 =(V𝑦+V𝑟)/𝑉= n (porosity) ----- Equation-5
5- Storage Coefficient and Storativity
Storage coefficient
helps in estimation of the storing capability of an aquifer.
Storage coefficient is
a general term, which refers to volume of water either
taken in or released
out by the aquifer per unit surface area per unit change in
hydraulic head
(Equation-6).
Sc =Vw/(A×Δh)-----Equation-6
Where:
Sc refers to storage
coefficient
Vw refers to the volume
of water either taken in or released out by the aquifer
A refers to the surface
area of the aquifer
Δh refers to change in
hydraulic head
A glance at equation-6
reveals that Storage coefficient does not have any unit
and is dimensionless.
Storage coefficients
for confined aquifer are also referred to as Storativity.
6-Specific Storage
Specific storage is
defined as the volume of water that an aquifer takes in or
releases per unit
volume of the aquifer per unit decline in hydraulic head
(Equation-7).
Ss =Vw/(V×Δh)----Equation-7
Where
Ss refers to specific
storage
vw refers to the volume
of water either taken in or released out by the aquifer
v refers to the volume
of the aquifer
Δh refers to change in
hydraulic head
A look at equation-6
reveals that it has unit of per meter and dimension of L-1
In case of
confined aquifers, the relationship between
Storativity and Specific
storage is given by
equation-8 below:
S = Ss × b -------Equation-8
Where
S is storage
coefficient
Ss is specific storage
b is the saturated
thickness of the aquifer
End of part 1
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