Page 157 - Fair, Geyer, and Okun's Water and wastewater engineering : water supply and wastewater removal
P. 157

JWCL344_ch04_118-153.qxd  8/2/10  9:18 PM  Page 119







                                                                                               4.1 Design Period  119
                                             4. The area to be served, or design area, and the allowances to be made for population
                                                density and areal water consumption as well as water supply and wastewater re-
                                                lease from residential, commercial, and industrial districts
                                             5. The rates of rainfall and runoff, or design hydrology, for storm and combined systems


                    4.1  DESIGN PERIOD
                                         New water and wastewater works are normally made large enough to meet the needs and
                                         wants of growing communities for an economically justifiable number of years in the fu-
                                         ture. Choice of a relevant design period is generally based on:
                                             1. The useful life of component structures and equipment, taking into account obso-
                                                lescence as well as wear and tear
                                             2. The ease or difficulty of enlarging contemplated works, including consideration of
                                                their location
                                             3. The anticipated rate of population growth and water use by the community and its
                                                industries
                                             4. The going rate of interest on bonded indebtedness
                                             5. The performance of contemplated works during their early years when they are
                                                expected to be under minimum load

                                         Design periods often employed in practice are shown in Table 4.1.


                                         Table 4.1  Design Periods for Water and Wastewater Structures
                                                                                                      Design Period,
                                         Type of Structure                 Special Characteristics       Years

                                         Water supply
                                           Large dams and conduits       Hard and costly to enlarge      25–50
                                           Wells, distribution systems,   Easy to extend
                                             and filter plants           When growth and interest        20–25
                                                                           rates are low 1
                                                                         When growth and interest        10–15
                                                                           rates are high 1
                                           Pipes more than 12 in.        Replacement of smaller pipes    20–25
                                             in diameter                   is more costly in long run
                                           Laterals and secondary mains   Requirements may change    Full development
                                             less than 12 in. in diameter  fast in limited areas

                                         Sewerage
                                           Laterals and submains less than   Requirements may change   Full development
                                             15 in. in diameter            fast in limited areas
                                           Main sewers, outfalls, and    Hard and costly to enlarge      40–50
                                             interceptors
                                           Treatment works               When growth and interest        20–25
                                                                           rates are low 1
                                                                         When growth and interest        10–15
                                                                           rates and high 1

                                         Conversion factor: 1 in.   25.4 mm.
                                         1
                                          The dividing line is in the vicinity of 3% per annum.
   152   153   154   155   156   157   158   159   160   161   162