Page 73 - Soil and water contamination, 2nd edition
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60                                                   Soil and Water Contamination

                    Groundwater is replenished by percolation water from the  unsaturated zone. In some cases,
                    surface water may also be a source of groundwater if the surface water level is higher than
                    the water table , so the surface water infiltrates. The replenishment of groundwater is also
                    referred to as recharge . As mentioned above, groundwater flow s to areas of low hydraulic
                    head , which are usually surface water bodies, such as rivers  and lakes , and low-lying wetlands.
                    In these areas, groundwater is discharged and becomes surface water. Groundwater can also
                    be discharged into the atmosphere via evapotranspiration , leaving dissolved salts behind in
                    the soil (see Section 3.2).
                       Groundwater flow velocities are slow and range between stagnant to tens of metres per
                    day; they are proportional to the gradient in hydraulic head  and the hydraulic conductivity .
                    The hydraulic conductivity refers to the ability of the porous material to transmit water
                    and is largely determined by the texture of the porous material. Sediments made up of
                    coarse materials have a larger hydraulic conductivity than those made up of fine particles.
                    At equal gradient in hydraulic head, the groundwater flow  velocity is much slower in clay
                    than in sand.  The hydraulic conductivity also depends on the sorting of the particles.
                    In poorly sorted materials, small particles block the pore space between larger particles,
                    thereby reducing the hydraulic conductivity. Well-sorted soil material contains particles of
                    similar size, giving the soil a relatively large hydraulic conductivity compared to material
                    with a similar average size but poorly sorted. The apparent groundwater flow velocity is also
                    inversely related to the effective porosity  of the material, i.e. the volume of interconnected
                    pores relative to the volume of the bulk sediment.  Thus, groundwater flows faster in
                    sediments with a small porosity  than in sediments with a large porosity, because the same
                    volume has to flow through a smaller fraction of the total cross-sectional area. Typical values
                    of the porosity of sediments range between 0.2 and 0.4.
                       Groundwater flow in the different aquifer  types as mentioned above obeys the same
                    basic principles, but the different aquifers react differently to changes in hydraulic head .

                    In the case of a lowering of the hydraulic head in an unconfined  (phreatic ) aquifer, pores
                    are drained and partly filled by air in the zone that is vacated by the groundwater. This

                    drainage cannot happen in confined  aquifers because they are not in direct contact with the
                    atmosphere. Instead, the pore space that is released due to a lowering of hydraulic head is
                    compensated by compression of the aquifer or expansion of the water. Consequently, the
                    amount of water released by a drop in hydraulic pressure is much larger in an unconfined
                    aquifer than in a confined aquifer.
                    3.3.2  Sources of groundwater pollution

                    The major sources of groundwater pollution are principally the same as those of soil
                    pollution and include landfills (waste dumps), accidental spill s, agriculture, septic tanks ,
                    and atmospheric deposition . Dissolved pollutants move with the percolating soil water into
                    groundwater, while organic liquid pollutants may reach the groundwater autonomously. In
                    addition, in areas where surface water infiltrates to groundwater, surface water pollution is a
                    potential source of groundwater contamination.
                       The input of pollutants into groundwater from the unsaturated zone and surface water
                    is often closely related to fluctuations in groundwater level. A rise in groundwater level is
                    often accompanied by an increased percolation by which pollutants are transferred from soil
                    to groundwater. Furthermore, the raised water table  may also capture pollutants present in
                    soil for further transport. Conversely, a falling groundwater level results in changing redox
                    conditions in soil, which may influence the leaching  of pollutants from soil. Whether the
                    leaching is enhanced or decreased depends on the chemical properties of the pollutant
                       Another source of pollutants in groundwater is the artificial input of contaminated water
                    by deep well injection. One application of deep well injection is for storing liquid wastes in










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