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                    22  Chapter 1  Introduction to Water Systems

                                                                Service or
                                                Street           curb box      Foundation wall
                                                                                                       Supply to
                                                                  Frost                                building
                                                                  depth
                                            Corporation                        Stop and waste cock
                                            cock or stop
                                                                    Caulked
                                                      Goose neck                              Check
                                                                     pipe
                                                                                 Union  Union  valve        Drip
                                                                     sleeve
                                                                                                            valve
                                                                   Curb cock  Valve  Meter  Testing  Valve
                                         Street       Service pipe  or stop                 tee
                                         main                                                              Hose end
                                                                                     Basement floor

                                        Figure 1.10 Service Pipe, Fittings, and Accessories. There are many possible modifications, both
                                        inside and outside the building. In many instances, the meter is conveniently placed in a vault outside
                                        the building.

                    1.9.4  Capacity
                                         The capacity of distribution systems is dictated by domestic, industrial, and other normal
                                         water uses and by the standby or ready-to-serve requirements for firefighting. Pipes should
                                         be able to carry the maximum coincident draft at velocities that do not produce high pres-
                                         sure drops and water hammer. Velocities of 2 to 4 ft/s (0.60 to 1.2 m/s) and minimum pipe
                                         diameters of 6 in. (150 mm) are common in North American municipalities.


                    1.9.5  Service to Premises
                                         Water reaches individual premises from the street main through one or more service pipes tap-
                                         ping the distribution system. The building supply between the public main and the take-offs to
                                         the various plumbing fixtures or other points of water use is illustrated in Fig. 1.10. Small
                                         services are made of cement-lined iron or steel, brass of varying copper content, admiralty
                                         metal, copper, and plastics such as polyethylene (PE), high density polyethylene (HDPE), or
                                         polyvinyl chloride (PVC). Because lead and lead-lined pipes may corrode and release lead to
                                         the water, they are no longer installed afresh. For large services, coated or lined cast-iron
                                         pipe (CIP) is often employed. For dwellings and similar buildings, the minimum desirable size
                                         of service is  ⁄4 in. (19 mm). Pipe-tapping machines connect services to the main without
                                                    3
                                          shutting off the water. They also make larger connections within water distribution systems.


                    1.10  WATER SYSTEMS MANAGEMENT
                                         Construction of water supplies from the ground up, or their improvement and extension,
                                         progresses from preliminary investigations or planning through financing, design, and con-
                                         struction to operation, maintenance, and repair. Political and financial procedures are in-
                                         volved as well as engineering.


                    1.10.1 Municipal Supplies
                                         The cost of public water supplies in the United States provides the reader with some concept
                                         of the magnitude of engineering activity and responsibility associated with their design
                                         and construction. Per capita investment in physical plant depends on many factors: nature,
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