Page 250 - Water Loss Control
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Contr olling Appar ent Losses—Data Transfer Err ors    223


                                      Philadephia Water Department—District Metered Area 5
                               Night Customer Meter Readings gathered on May 3, 2007 at 2 a.m. and 4 a.m.
                                           3
                                  Total: 1570 ft  or 11,744 gal Registered for 2020 Customer Accounts
                         1,600       1441

                         1,400
                                                           Number of accounts (Italic)
                                                           Total consumption, CF (Underlined)
                         1,200
                         1,000

                           800                                       586      601
                                                       383
                           600                   383
                           400
                                                             173
                                                                            23
                           200            0
                            0
                              Accounts registering  Accounts registering  Accounts registering  Accounts registering
                                                                              3
                              zero consumption    1 ft 3   between 2 and 9 ft 3  10 ft or greater
                    FIGURE 13.22  Customer water consumption in DMA5 during 2 a.m. to 4 a.m. on April 5, 2005;
                    data used as part of minimum hour assessment of leakage in this DMA. (Source: Philadelphia
                    Water Department.)

                    as part of the AWWA Research Foundation project “Leakage Management Technolo-
                         9
                    gies.”  PWD is believed to be the first water utility in the United States to employ mini-
                    mum hours  AMR readings in a DMA setting to provide a more reliable leakage
                    assessment. When gathering customer night meter readings, PWD arranges with its
                    AMR service provider to perform one complete drive-by round of readings in DMA5
                    around the hour of 2 a.m. A second round of drive-by readings of the +2000 accounts is
                    gathered around 4 a.m. For each customer account, the 2 a.m. reading is subtracted
                    from the 4 a.m. reading and any numerical difference calculated as registered consump-
                    tion for the minimum night period. A distribution of the results from one set of night-
                    time AMR readings is shown in Fig. 13.22. As might be expected for DMA5, an area that
                    is largely residential in nature with no industries or irrigation systems using water on a
                    24-hour basis, water usage is minimal during the 2 a.m. to 4 a.m. period. This is evi-
                    denced in Fig. 13.22 showing 1441 of 2020 customers, 71% of customer accounts regis-
                    tered zero consumption and 19% of accounts that registered only 1 cubic foot of water
                    consumption. Seventy-five percent of the total consumption of 1570 cubic feet was reg-
                    istered by only 10% of the customer accounts during the 2-hour period. Five accounts
                    each registered over 40 cubic feet (almost 300 gal) during the 2-hour period, suggesting
                    leakage in these properties on the customer plumbing. The total customer consumption
                    for the 2-hour period of 0.141 million gallons per day (mgd) is subtracted from the sup-
                    ply inflow of 0.55 mgd to infer a difference as leakage in the amount of 0.409 mgd. This
                    represents a significant amount of leakage which is estimated to exist as one half back-
                    ground leakage and one half as unreported leaks. PWD is pursuing this leakage by
                    employing pressure management to address the background leakage and targeted leak
                    detection surveys to locate and abate the unreported leakage.
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