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Leachate
Leachate is the liquid produced when water percolates
through any permeable material. It can contain either
dissolved or suspended material, or usually both. This
liquid is most commonly found in association with landfills
where result of rain percolating through the waste and
reacting with the products of decomposition, chemicals and
other materials in the waste to produce the Leachate.
If the landfill has no Leachate collection system,
the Leachate can enter groundwater, and this can pose
environmental or health problems as a result. Typically,
landfill Leachate is anoxic, acidic, rich in organic
acid groups, sulfate ions and with high concentrations of
common metal ions especially iron. Leachate has a
very distinctive smell which is not easily forgotten.
The risks from waste Leachate are due to its high
organic contaminant concentrations and high ammoniacal
nitrogen. Pathogenic micro-organisms and toxic substances
that might be present in it are often cited as the most
important, but pathogenic organism counts reduce rapidly
with time in the landfill, so this only applies to the most
fresh Leachate. These risks are greatly mitigated by
properly designed and engineered landfill sites. For
example, sites that are constructed on geologically
impermeable materials or sites that use impermeable liners
made of geotextiles or clay. The use of linings is now
mandatory within both the United States and the European
Union except where the waste is genuinely impermeable. In
addition, toxic materials such as cadmium and toluene cannot
be disposed of in landfills.
In older landfills, the Leachate was directed to the
sewers, but this caused problems. Originally one of these
was the contamination by toxic metals that passed through
the sewage treatment plant and eventually entered the
environment. However, with improved regulation and control
whereby toxic wastes are now no longer permitted to be
disposed to Municipal Solid Waste landfills in Europe, and
in most developed countries the metals problem has largely
been solved. Paradoxically, however, as sewage treatment
works discharges are being improved throughout Europe and
many other countries, the sewage treatment works operators
are finding that the very high ammoniacal nitrogen
concentrations in Leachate
difficult to treat.
Another problem was that if the landfill contained large
amounts of organic material then methane was produced, some
of which dissolved in the
Leachate. This could in theory be released in weakly
ventilated areas in the treatment plant and all plants in
the U.S. must now be assessed, and zoned where explosion
risks are identified to prevent future accidents. The most
important requirement is the prevention of discharge of
dissolved methane from untreated Leachate when it is
discharged into public sewers, and most sewerage undertakers
limit the permissible discharge concentration of dissolved
methane to 0.14 mg/l, or 1/10th of the lower explosive
limit. This entails methane purging or stripping.
Finally, Leachate can contain high concentrations of
ammonia which in theory can pose a health hazard to
treatment plant workers, particularly in acidic Leachate.
However, within municipal solid waste landfills this is not
a problem due to the pH remaining close to neutral after the
initial stage of (acidogenic) Leachate decomposition.
Many sewer undertakers limit maximum ammonical nitrogen [1]
concentration in their sewers to 250 mg/l to protect sewer
maintenance workers, as the WHO's maximum occupational
safety limit would be exceeded at above pH 9 to 10, which is
often the highest permitted alkalinity of permitted sewer
discharges.
Leachate can also be produced from land that was
contaminated by chemicals or toxic materials used in
industrial activities such as factories, mines or storage
sites. Composting sites in high rainfall also produce
Leachate.
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Aquifers
An aquifer is an underground layer of water-bearing
permeable rock or unconsolidated materials (gravel, sand,
silt, or clay) from which groundwater can be usefully
extracted using a water well. The study of water flow in
aquifers and the characterization of aquifers is called
hydrogeology. The diagram below indicates typical flow
directions in a cross-sectional view of a simple
confined/unconfined aquifer system (two aquifers with one
aquitard between them, surrounded by the bedrock aquiclude)
which is in contact with a stream (typical in humid
regions). The water table and unsaturated zone are also
illustrated.
Saturated versus unsaturated
Groundwater can be found at nearly every point in the
earth's shallow subsurface, to some degree; although
aquifers do not necessarily contain fresh water. The earth's
crust can be divided into two regions: the saturated zone or
phreatic zone (e.g., aquifers, aquitards, etc.), where all
available spaces are filled with water, and the unsaturated
zone (also called the vadose zone), where there are still
pockets of air that can be replaced by water. Saturated
means the pressure head of the water is greater than
atmospheric pressure (it has a gauge pressure > 0). The
definition of the water table is surface where the pressure
head is equal to atmospheric pressure (where gauge pressure
= 0). Unsaturated conditions occur above the water table
where the pressure head is negative (absolute pressure can
never be negative, but gauge pressure can) and the water
which incompletely fills the pores of the aquifer material
is under suction. The water content in the unsaturated zone
is held in place by surface adhesive forces and it rises
above the water table (the zero gauge pressure isobar) by
capillary action to saturate a small zone above the phreatic
surface (the capillary fringe) at less than atmospheric
pressure. This is termed tension saturation and is not the
same as saturation on a water content basis. Water content
in a capillary fringe decreases with increasing distance
from the phreatic surface. The capillary head depends on
soil pore size. In sandy soils with larger pores the head
will be less than in clayey soils with very small pores. The
normal capillary rise in a clayey soil is less than 1.80 m
(six feet) but can range between 0.3 and 10 m (1 and 30
feet). [1]
The capillary rise of water in a small diameter tube is this
same physical process. The water table is the level to which
water will rise in a large diameter pipe (e.g. a well) which
goes down into the aquifer and is open to the atmosphere.
Confined versus unconfined
There are two end members in the spectrum of types of
aquifers; confined and unconfined (with semi-confined being
in between). Unconfined aquifers are sometimes also called
water table or phreatic aquifers, because their upper
boundary is the water table or phreatic surface. Typically
(but not always) the shallowest aquifer at a given location
is unconfined, meaning it does not have a confining layer
(an aquitard or aquiclude) between it and the surface.
Unconfined aquifers usually receive recharge water directly
from the surface, from precipitation or from a body of
surface water (e.g., a river, stream, or lake) which is in
hydraulic connection with it. Confined aquifers have the
water table above their upper boundary (an aquitard or
aquiclude), and are typically found below unconfined
aquifers. The term "perched" refers to ground water
accumulates above a low-permeability unit. This term is
generally used to refer to a small local area of ground
water that occurs at an elevation higher than a
regionally-extensive aquifer. The difference between perched
and unconfined aquifers is their size (perched is smaller).
If the distinction between confined and unconfined is not
clear geologically (i.e., if it is not known if a clear
confining layer exists, or if the geology is more complex,
e.g., a fractured bedrock aquifer), the value of storativity
returned from an aquifer test can be used to determine it
(although aquifer tests in unconfined aquifers should be
interpreted differently than confined ones). Confined
aquifers have very low storativity values (much less than
0.01, and as little as 10-5), which means that the aquifer
is storing water using the mechanisms of aquifer matrix
expansion and the compressibility of water, which typically
are both quite small quantities. Unconfined aquifers have
storativities (typically then called specific yield) greater
than 0.01 (1% of bulk volume); they release water from
storage by the mechanism of actually draining the pores of
the aquifer, releasing relatively large amounts of water (up
to the drainable porosity of the aquifer material, or the
minimum volumetric water content).
Aquifers versus aquitards
Aquifers are typically saturated regions of the subsurface
which produce an economically feasible quantity of water to
a well or spring (e.g., sand and gravel or fractured bedrock
often make good aquifer materials). An aquitard is a zone
within the earth that restricts the flow of groundwater from
one aquifer to another. An aquitard can sometimes, if
completely impermeable, be called an aquiclude or aquifuge.
Aquitards comprise layers of either clay or non-porous rock
with low hydraulic conductivity. Economically feasible is a
relative term; for example, an aquifer that is quite
adequate for local domestic use, as in a rural area, might
be considered an inadequate aquitard for industrial, mining,
or urban water supply.
In non-mountainous areas (or near rivers in mountainous
areas), the main aquifers are typically unconsolidated
alluvium. They are typically composed of mostly horizontal
layers of materials deposited by water processes (rivers and
streams), which in cross-section (looking at a
two-dimensional slice of the aquifer) appear to be layers of
alternating coarse and fine materials. Coarse materials,
because of the high energy needed to move them, tend to be
found nearer the source (mountain fronts or rivers), while
the fine-grained material will make it farther from the
source (to the flatter parts of the basin or overbank areas
- sometimes called the pressure area). Since there are less
fine-grained deposits near the source, this is a place where
aquifers are often unconfined (sometimes called the forebay
area), or in hydraulic communication with the land surface.
Misconception
A common misconception is that groundwater exists in
underground rivers (e.g. caves where water flows freely
underground). This is only sometimes true in eroded
limestone areas known as karst topography which make up only
a small percentage of Earth's area. More usual is that the
pore spaces of rocks in the subsurface are simply saturated
with water — like a kitchen sponge — which can be pumped out
and used for agricultural, industrial or municipal uses.
Human dependence on groundwater
Most land areas on Earth have some form of aquifer
underlying them, sometimes at significant depths. Fresh
water aquifers, especially those with limited recharge by
meteoric water, can be over-exploited and, depending on the
local hydrogeology, may draw in non-potable water or
saltwater (saltwater intrusion) from hydraulically connected
aquifers or surface water bodies. This can be a serious
problem especially in coastal areas and other areas where
aquifer pumping is excessive.
Aquifers are critically important in human habitation and
agriculture. Deep aquifers in arid areas have long been
water sources for irrigation (see Ogallala below). Many
villages and even large cities draw their water supply from
wells in aquifers.
Municipal, irrigation and industrial water supplies are
provided through large wells. Multiple wells for one water
supply source are termed "wellfields". Wellfields may
withdraw water from confined aquifers or unconfined
aquifers. Using ground water from deep, confined aquifers
provides more protection from surface water contamination.
Some wells, termed "collector wells" are specifically
designed to induced infiltration of surface (usually river)
water.
Aquifers that provide sustainable fresh groundwater to urban
areas and for agricultural irrigation are typically close to
the ground surface (within a couple of hundred meters) and
have some recharge by fresh water. This recharge is
typically from rivers or meteoric water (precipitation) that
percolate into the aquifer through overlying unsaturated
materials.
Subsidence
In unconsolidated aquifers, groundwater is produced from
pore spaces between particles of gravel, sand, and silt. If
the aquifer is confined by low-permeability layers, the
reduced water pressure in the sand and gravel causes slow
drainage of water from the adjoining confining layers. If
these confining layers are composed of compressible silt or
clay, the loss of water to the aquifer reduces the water
pressure in the confining layer, causing it to compress from
the weight of overlying geologic materials. In severe cases,
this compression can be observed on the ground surface as
subsidence. Unfortunately, much of the subsidence from
groundwater extraction is permanent (elastic rebound is
small). Thus the subsidence is not only permanent, but the
compressed aquifer has a permanently-reduced capacity to
hold water.
Salt Water Intrusion
Aquifers near the coast have a lens of freshwater near the
surface and denser seawater under freshwater. Seawater
penetrates the aquifer diffusing in from the ocean and is
more dense than freshwater. For porous (i.e. sandy) aquifers
near the coast, the thickness of freshwater atop saltwater
is about 40 feet for every 1 ft of freshwater head above sea
level. This relationship is called the Ghyben-Herzberg
equation. If too much ground water is pumped near the coast,
salt-water may intrude into freshwater aquifers causing
contamination of potable freshwater supplies. Many coastal
aquifers, such as the Biscayne Aquifer near Miami and the
New Jersey Coastal Plain aquifer, have problems with
saltwater intrusion as a result of overpumping.
Examples of Aquifers
An example of a significant and sustainable carbonate
aquifer is the Edwards Aquifer [2] in central Texas. This
carbonate aquifer has historically been providing
high-quality water for nearly 2 million people and, even
today, is completely full because of tremendous recharge
from a number of area streams, rivers and lakes. The primary
risk to this resource is human development over the recharge
areas
One of the largest aquifers in the world is the Guarani
Aquifer, with 1.2 million km² of area, from central Brazil
to northern Argentina.
Aquifer depletion is a problem in some areas, and is
especially critical in northern Africa; see the Great
Manmade River project of Libya for an example. However, new
methods of groundwater management such as artificial
recharge and injection of surface waters during seasonal wet
periods has extended the life of many freshwater aquifers,
especially in the United States.
- The Great Artesian Basin is one of the largest
groundwater aquifers in the world. It plays a large part
in water supplies for remote parts of South Australia.
North America
- Canada - Oak Ridges Moraine, north of the city of
Toronto.
- United States - The Ogallala Aquifer of the central
United States is one of the world's great aquifers, but
in places it is being rapidly depleted for growing
municipal use, and continuing agricultural use. This
huge aquifer, which underlies portions of eight states,
contain primarily fossil water from the time of the last
glaciation. Annual recharge, in the more arid portions
of the aquifer, is estimated to total only about ten
percent of annual withdrawals.
- United States - The Mahomet Aquifer supplies water
to some 800,000 people in central Illinois and contains
approximately four trillion US gallons (15 km³) of
water. The Mahomet Aquifer Consortium [3] was formed in
1998 to study the aquifer with hopes of ensuring the
water supply and reducing potential user conflicts.
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