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                    134  Chapter 4  Quantities of Water and Wastewater Flows
                                             Where existing water quantity data are not available to accurately determine the in-
                                         stantaneous peak demand for the design year, the following criteria may be used as a min-
                                         imum for estimating the instantaneous peak demand:
                                             For 220 people or less:  Q ins peak    9(Q avg day )
                                             For more than 220 people:  Q ins peak    7(Q avg day )>P k 0.167
                                         where
                                             Q ins peak   instantaneous peak water demand (gpm or L/min)
                                             Q avg day   average daily water demand (gpm or L/min)
                                                 P k   design year population (thousands)


                    4.4.1 Domestic Variations

                                         Observations in a Johns Hopkins University study and standards of the Federal Housing
                                         Administration for domestic drafts are brought together in Table 4.10. Damping effects pro-
                                         duced by network size and phasing of commercial, industrial, and domestic drafts explain the
                                         differences between community-wide and domestic demands. Observational values for peak
                                         hourly demands Q peak h  in gpud for U.S. customary units and Lpud for SI units are given by
                                         the regression equation:
                                                    Q peak h    334   2.02 Q max day  (U.S. Customary Units)  (4.21)
                                                    Q peak h    1264   2.02 Q max day  (SI Units)           (4.21a)
                                         where Q max day  is the maximum daily water demand in gpud for U.S. customary units and
                                         Lpud for SI units.
                                             Calculation of the confidence limit of expected demands makes it possible to attach
                                         suitably higher limits to these values. For design this may be the 95% confidence limit,
                                                                                                           2
                                         which lies above the expected rate of demand by twice the variance, that is, by 2  where
                                            is the standard deviation of the observed demands. Approximate values of this variance
                                          are shown in Table 4.11 for gross housing densities of 1, 3, and 10 dwelling units per acre
                                          (1 acre   0.4046 ha) and a potential daily evapotranspiration of 0.28 in. (7.1 mm) of water.


                                         Table 4.10  Variations in Average Daily Rates of Water Drawn by Dwelling Units

                                                                         gpd per dwelling unit and (Ratios to average day)
                                                                     Average day      Maximum day         Peak hour
                                          Federal Housing             400 (1.0)          800 (2.0)       2,000 (5.0)
                                          Administration standards

                                                                Observed Drafts—Metered Dwellings
                                          National average            400 (1.0)          870 (2.2)       2,120 (5.3)
                                          West                        460 (1.0)          980 (2.1)       2,480 (5.2)
                                          East                        310 (1.0)          790 (2.5)       1,830 (5.9)
                                                                      Unmetered Dwellings
                                          National average            690 (1.0)        2,350 (3.4)       5,170 (7.6)
                                                                      Unsewered Dwellings
                                         National average             250 (1.0)          730 (2.9)       1,840 (7.5)
                                         Conversion factors: 1 gpd per dwelling unit   1 gpud   3.785 Lpd per dwelling unit   3.785 Lpud.
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