Page 169 - Fair, Geyer, and Okun's Water and wastewater engineering : water supply and wastewater removal
P. 169

JWCL344_ch04_118-153.qxd  8/2/10  9:18 PM  Page 131







                                                                                           4.3 Water Consumption  131
                                                          Table 4.7  Water Losses in Various Cities, 1980–1990

                                                          City                        Water Loss (%)
                                                          Toronto, Canada                  18
                                                          Munich, Germany                  12
                                                          Hamburg, Germany                  2
                                                          Hong Kong, China                 30
                                                          Bombay, India                    33
                                                          Delhi, India                     18
                                                          Deagu, Korea                     37
                                                          Manila, Philippines              51
                                                          Riyadh, Saudi Arabia             30
                                                          Colombo, Sri Lanka               30
                                                          Stockholm, Sweden                19
                                                          Kalmar, Sweden                    5
                                                          Bangkok, Thailand                49
                                                          United Kingdom                   24
                                                          Boston, MA, USA                  33
                                                          Cambridge, MA, USA               18.5
                                                          Springfield, IL, USA             25
                                                          Westchester, NY, USA             16
                                                          46 Communities in               2–50
                                                            Massachusetts, USA


                                             Leakage is detected by (a) driving rods into the ground to test for moist earth, (b) using a
                                         sounding method in which listening devices amplify the sound of running water, (c) conduct-
                                         ing a leak noise correlation that is based on a sonic technique, (d) tracing leaks by injecting a
                                         gas into the network and detecting its escape by a suitable instrument to determine the location
                                         of the leak, and (e) inspecting premises for leaky plumbing and fixtures. Leakage detection of
                                         well-managed waterworks may be complemented by periodic and intensive but, preferably,
                                         routine and extensive water-waste surveys. Generally involved is the isolation of compara-
                                         tively small sections of the distribution system by closing valves on most or all feeder mains
                                         and measuring the water entering the section at night through one or more open valves or
                                         added piping on fire hoses. Common means of measurement are pitot tubes, bypass meters
                                         around controlling valves, or meters on one or more hose lines between hydrants that straddle
                                         closed valves. Table 4.7 summarizes reported water losses ranging from 2% to 50% in several
                                         cities including developed as well as developing countries


                    4.3.3  Industrial Water Consumption
                                         The amounts of water used by industry vary widely. Some industries draw in excess of
                                         50 MGD (190 MLD); others, no more than comparably sized mercantile establishments.
                                         On average, U.S. industry satisfies more than 60% of its water requirements by internal
                                         reuse and less than 40% by draft through plant intakes from its own water sources or
                                         through service connections from public water systems. Only about 7% of the water
                                         taken in is consumed; 93% is returned to open waterways or to the ground, whence it
                                         may be removed again by downstream users. On balance, industry’s consumptive use is
                                         kept down to 2% of the draft of all water users in the United States. Table 4.8 shows the
                                         relative amounts of water consumed by different industries. Not brought out is the fact
                                         that once-through cooling, particularly by the power industry, is by far the biggest use
                                         component and the principal contributor to the thermal pollution of receiving waters.
   164   165   166   167   168   169   170   171   172   173   174