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                    Chapter 3










                                         Water Sources: Groundwater





                                         Groundwater from wells and springs has served as a source of domestic water supply
                                         since antiquity. Table 3.1 shows that in the United States more water systems have ground-
                                         water than surface water as a source—but more people drink from a surface-water system.
                                         Thirty-five percent (107 million) of the total population of 306 million served by public
                                         water systems depend on groundwater. Groundwater works are 10 times more numerous
                                         than surface-water installations (about 141,000 to 14,000); the average capacity of ground-
                                         water facilities is, however, much smaller. Contributions from groundwater also play a
                                         major role in the supplies depending on surface sources. It is the discharge of groundwater
                                         that sustains the dry-season flow of most streams.
                                             Groundwater is more widely distributed than surface water. Its nearly universal, albeit
                                         uneven, occurrence and other desirable characteristics make it an attractive source of water
                                         supply. Groundwater offers a naturally purer, cheaper, and more satisfactory supply than
                                         does surface water. It is generally available at the point of use and obviates the need to
                                         incur substantial transmission costs. It occurs as an underground reservoir, thus eliminat-
                                         ing the necessity of impoundment works. It is economical even when produced in small
                                         quantities.
                                             To an increasing degree, engineers are being called on to investigate the possibility of
                                         developing groundwater as a usable resource. The following factors need to be considered:
                                             1. The effective water content, that is, the maximum volume of water that can be
                                                withdrawn from a body of groundwater through engineering works. The effective
                                                porosity and storage coefficient of the water-bearing material control the useful
                                                storage.
                                             2. The ability of the aquifer to transmit water in requisite quantities to wells or other
                                                engineering installations. Permeability and transmissivity are the indicators of this
                                                capability.
                                             3. The suitability of the quality of water for the intended use, after treatment if
                                                necessary.
                                             4. The reliability and permanence of the available supply with respect to both the
                                                quantity and the quality of water.
                                             As a source of a permanent and reliable water supply, only that portion of the sub-
                                          surface water that is in the zone of saturation need be considered. In this zone almost all
                                          the interstices are completely filled with water under hydrostatic pressure (atmospheric
                                          pressure or greater). That water is free to move in accordance with the laws of saturated
                                          flow from places where it enters the zone of saturation (recharge areas) to places where
                                          it is discharged. The main features of the groundwater phase of the hydrologic cycle are
                                          depicted in Fig. 3.1.



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