Hydrology BC ENV 3025
Groundwater
flow
What drives groundwater flow?
-
gravity is the dominating driving force
-
water flows from high elevation to low elevation and from high
pressure
to low pressure, gradients in potential energy (hydraulic head)
drive
groundwater
flow
-
recharge and discharge (Fig
7.2)
-
in recharge areas water is added to groundwater
-
in discharge areas water is lost from groundwater
-
in recharge (discharge) areas, the hydraulic head decreases
(increases)
with depth
-
recharge occurs from the unsaturated zone or from surface
waters
-
groundwater discharge occurs into rivers, lakes, springs, or
by
evapotranspiration
-
examples:
-
"Puszta" in Hungary: groundwater is discharging in the low
lands of the
Great Hungarian Plain and leaves the dissolved salts behind
->
reduction
of soil quality -> bad conditions for agriculture
-
example: evaporation in the Sahara, loss of valuable
groundwater
resources
that were recharged in the last ice age (loss may be up to a
few 10's
inches
per year)
-
example: springs, e.g. at Grand Canyon
-
we can draw flownets in a qualitative way if we know
geology and
topography, flow lines have to be parallel to no-flow boundaries
-
the hydraulic head along any equipotential is equal to the
elevation of
its intersection with the water table (Fig
7.3)
Regional groundwater flow
-
effect of basin aspect ratio (length to depth) (Fig
7.4)
-
basin yield higher in the deeper basin
-
effect of water-table topography (Fig
7.5)(Fig 7.6)
-
local, intermediate, and regional flow systems
-
if local relief is negligible, but a regional water-table
slope exists,
only a regional flow system will develop
-
if local hill-and-valley topography exists, but no regional
slope, only
local flow systems will develop.
-
if both local and regional topography exists in a basin, all
three
types
of flow systems (local, intermediate, and regional) will
develop
-
effect of heterogeneity
Well hydrographs
- a well hydrograph shows the variation
in
water level
in a well through time
- water level in an unconfined aquifer
in VA (Fig
7.9)
Storage of groundwater in aquifers
-
in many areas of the world the hydraulic head is declining with
time
because
a lot of water is pumped out of the aquifer
-
storage in unconfined and confined aquifers is different
-
in unconfined aquifers the water pumped stems from drained
void space
-
in confined aquifers the water stems from decompression of the
water
and
the sediments.
-
the same change in water table represents a larger amount of
water if
taken
from an unconfined aquifer as compared to a confined aquifer
-
storage of water in aquifers: yield per
unit area
and unit change in hydraulic head
- unit: m3/m/m2 (=>
dimensionless)
- in unconfined aquifers the storage
coeff.
is high,
somewhat smaller than the porosity
- for a 1-m decline in the water
table, the
volume
of water produced per unit aquifer area is the specific
yield,
Sy. (Fig
7.10)
- in confined aquifer much smaller ~10-6
-
for a 1-m decline in the potentiometric head, the volume of
water
produced
per unit aquifer area is the storativity, S. The aquifer material is
not
drained and remains saturated.(Fig
7.11)
- where is water being stored in
confined
aquifers?
=> compressibility of water and change in aquifer
structure
- land subsidence as a result of
overpumping
-
examples:
- Mexico City
aquifer/Ogallala aquifer
-
the Dakota artesian basin: flowing artesian wells
(hydraulic
head
above surface) are wells in which the water level is higher
than the
surface.
A lot of wells were drilled into the Dakota basin, in South
Dakota
about
15000 wells. Most of them do not flow anymore
-
New Mexico, where an old school well was still flowing when
visited,
why
did it break?
How to measure hydraulic head and hydraulic
conductivity?
- hydraulic head: install a well
open to
the
aquifer only over a small distance (short screen),
measure the
level
of the water in the well relative to a reference surface, for
example
sea
level
- hydraulic conductivity or
transmissivity:
- the change in water level in the
pumping
well, or
in observation wells nearby, is referred to as a drawdown
- the amount of this drawdown will
decrease
as one
moves away from the pumping well, and the pattern that is
produced is
called
a cone of depression
- we can measure the hydraulic
conductivity
by performing
a pumping tests
- shape of depression cone (Fig
7.13)
- how does this cone look like in
different
geol. environments?
- quantification (Theis equation)
What information can be drawn from the
hydraulic
head?
- where the water is flowing
- how fast it is flowing
- how much water there is
Resources
Freeze, R.A. and Cherry, J.A. (1979)
Groundwater.
Prentice Hall, 604p.