Page 39 - Water Engineering Hydraulics, Distribution and Treatment
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Removable cover
                                                Drainage
                                              diversion ditch
                                                                Valve
                                                                                 Screened
                                                                stem
                                                                                 overflow
                                                     25 ft
                                                    or more
                                                                                     Rock drain
                                           Water-bearing
                                           sand or gravel
                                                              Screen
                                                                                          Screened         1.11 Individual Water Systems  17
                                                                 Valve                      drain
                                                    Impervious stratum
                                                                                                         Figure 1.11 Water supply from spring
                                                                                               Supply line  (After US Public Health Service).
                                                                                               to storage
                                                                                                         Conversion factor: 1 ft = 0.3048 m.
                                    1.11 INDIVIDUAL WATER SYSTEMS
                                    Because of the natural purifying capacity and protection of
                                    the soil, individual and rural water supplies are generally
                                                                                          1˝ minimum       Pump
                                    drawn from springs, infiltration galleries, and wells. Where  above base
                                    groundwater is highly mineralized or unavailable, rainwater                        Manhole
                                                                                          5˝
                                    is next best in general safety and quality. Only in uninhabited
                                    and well-protected upland areas should ponds and streams                  9˝
                                    be tapped without purifying the waters drawn.                         6˝
                                       Some of the safeguards for groundwater works are illus-          20˝ square
                                    trated in Figs. 1.11, 1.12, and 1.13. They share the following                         1´–6˝
                                    features in common:
                                       1. Diversion of surface water from intake structures
                                       2. Drainage of overflow or spillage waters away from  10´–0˝ minimum                  Cemented
                                                                                                                               joints
                                          intake structures
                                       3. Water tightness of intake works for at least l0 ft (3 m)
                                          below the ground surface and, if necessary, until the
                                                                                                                             Concrete
                                          aquifer is reached
                                                                                                           36˝ diam
                                       4. Prevention of backflow into intakes; where there is
                                          no electric power, water is pumped by hand, wind,
                                          water, or gasoline engines
                                                                                                                             Gravel
                                       Individual and rural water supplies are not without
                                    their purification problems. Gravity and pressure filters are
                                    employed to improve waters of doubtful purity, and zeo-
                                                                                                                             Stone or
                                    lite softeners and other ion-exchange units are used for the                            coarse gravel
                                    removal of unwanted hardness. Iron-bearing groundwaters
                                    that issue from their source sparklingly clear but become
                                    rusty on exposure to air (by oxidation and precipitation of
                                    iron) are best treated in manganese cation exchange units.
                                    Hexametaphosphates may keep iron from precipitating, but  Figure 1.12 Water supply from dug well (After US Department
                                                                                                                 ′
                                    this requires skillful management. It may be advisable to seek  of Agriculture). Conversion factors: 1 = 1ft = 0.3048 m;
                                                                                       ′′
                                    an iron-free source instead.                      1 = 1in. = 2.54 cm.
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