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                                         Chapter 3
                                                  Water Sources: Groundwater
                                      EXAMPLE 3.10 DETERMINATION OF NET GROUNDWATER FLOW TO A LAKE
                                      Determine the net groundwater flow to a lake G, which equals to the groundwater inflow to the lake G , minus the groundwater
                                                                                                                  in
                                      outflow G . Use a water budget for year 2012 in which the rainfall (precipitation) R was 44 in. (1,117.6 mm), the evaporation E was
                                             out
                                      55 in. (1,397.0 mm), the surface-water inflow Q was 1.2 in. (30.5 mm), the surface-water outflow Q
                                                                         in
                                      the change in water storage ΔS was –3 in. (–76.2 mm), and the evapotranspiration E was in negligible amount.
                                      Solution 1 (US Customary System):
                                                                    G = G − G
                                                                                =ΔS − R + E + E − Q + Q
                                                                         in
                                                                             out
                                                                      =−3 − 44 + 55 + 0 − 1.2 + 170
                                                                      = 176.8 in. for the year.  t  in  t  out  out  was 170 in. (4,318.0 mm),
                                      Solution 2 (SI System):
                                                                  G = G − G out  =ΔS − R + E + E − Q + Q out
                                                                       in
                                                                                               in
                                                                                           t
                                                                    =−76.2 − 1,117.6 + 1,397.0 + 0 − 30.5 + 4,318.0
                                                                    = 4,490.7 mm for the year.
                                    where ΔS = change in water storage; G in  = groundwa-  direct hydrologic connection to it, are more subject to con-
                                    ter inflow; G out  = groundwater outflow; E = evaporation;  tamination than are deeper lying artesian aquifers.
                                    R = rainfall or precipitation; E = evapotranspiration;  The discharge of wastes into streams has had both direct
                                                                t
                                    Q out  = stream outflow; Q = stream inflow; and G = ground-  and indirect effects on the quality of groundwater. The pol-
                                                        in
                                    water flow to a lake.                              luted rivers that cross recharge areas of artesian aquifers
                                                                                       tapped by wells have affected the quality of their discharge.
                                                                                       The aquifers that are replenished by infiltration from polluted
                                    3.19 GROUNDWATER QUALITY                           streams will eventually be contaminated by soluble chemical
                                    MANAGEMENT                                         wastes carried in the stream. Induced contamination of an
                                                                                       aquifer can result when the cone of depression of a discharg-
                                    In a majority of cases when polluted water has been drawn  ing well intersects a polluted river. This is frequently the
                                    from wells, the contamination was introduced at the well site,  case in coastal areas in wells located near streams containing
                                    indicating faulty construction. There are, however, numer-  brackish water. Artificial recharge with river water of poorer
                                    ous examples of contamination of groundwater caused by  quality than that found in the aquifer will ultimately result in
                                    disposal of wastes. Once groundwater is contaminated, the  the deterioration of the quality of groundwater.
                                    impairment of the groundwater resource is long lasting and
                                    recovery is extremely slow.
                                        To predict where the contaminating fluids will go  3.19.1 Biological Contamination
                                    requires a three-dimensional geologic, hydrodynamic, and
                                    geochemical analysis. The rate and extent of the spread of  Because of increasing numbers of septic tanks and growing
                                    pollution are controlled by (a) the characteristics of the source  use of effluents from wastewater treatment plants for artifi-
                                    of pollution, (b) the nature of rock formations in the unsatu-  cial recharge of aquifers, the potential for contamination of
                                    rated and saturated zones, and (c) the physical and chemical  groundwater by bacteria and viruses needs to be considered.
                                    properties of the contaminant. The phenomena governing the  Filtration through granular material improves the biologi-
                                    disposition of the contaminant are capillary attraction, decay,  cal quality of water. A 10 ft (3 m) downward percolation
                                    adsorption, dispersion, and diffusion.             in fine sand is capable of removing all bacteria from water.
                                        There have been numerous examples of contamination  The length of time bacteria and viruses may survive and the
                                    of groundwater by wastes allowed to seep into the ground,  distances they may travel through specific rock materials in
                                    wastes discharged into pits and ponds, and leaks from holding  different subsurface environmental conditions are uncertain.
                                    tanks and sewers. The safe distance from a polluting source  They seem to behave in a manner similar to the degrad-
                                    of this type is determined to a large degree by the velocity  able and adsorbable contaminants. Under favorable condi-
                                    of percolation through the unsaturated zone and by the lat-  tions some bacteria and viruses may survive up to at least
                                    eral movement once the contamination reaches groundwater.  5 years in the underground environment. However, the dis-
                                    Water table aquifers, being near the surface and having a  tances traveled in both the saturated and unsaturated media
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