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<br /> ,- <br /> . <br /> .. <br /> WATER DISTRIBUTION SYSTEM LOSSES <br /> NOVEMBER 20, ]990 <br /> . PAGE THREE <br /> From this data it appears that the residential "Del' connection usage" <br /> is down slighlly in the first and second quarters of 1990 in comparison <br /> to the 1989 usage. Since the number of connections was relatively <br /> stable, il appears that lhe decreased average consumption rate cannot <br /> be attributed to a large number of new connections which have low water <br /> consumption, such as large apartment complexes with low occupancy <br /> rates. It would be appropriate to evaluate this situation in greater <br /> detai 1 by conducting a similar calculation with 1987 and ]988 data to <br /> provide a longer term average for comperison. <br /> O. ~~eter Reading and Billing Errors <br /> The current meter reading and billing systems appear to be doing a good <br /> job in monitoring the water usage. The meters are personally read each <br /> quarter and large changes in usage are noted, questioned and adjusted <br /> es necessary. If meter defects are determined to be the cause of the <br /> discrepancy, the meters are replaced, <br /> With this type of hand review of the data by two separale people, <br /> . individui1l "reading" or "billing" problems are typically trapped before <br /> the totdl billings are summarized. <br /> E. Underground Leakage <br /> Underground leakage can be a major source of water loss within a <br /> distribution system. Leaks can be very small and remain undetected for <br /> many years, or large and erupt through the surface in a ~alter of <br /> mlnUles. The large leaks due to main breaks are typicaily reported to <br /> the Public Works Department and repairs are made within a few hours, <br /> The minor leaks are difficult to isolate since they mayor mJY not <br /> erupt. <br /> Ci ty personnel indicate that on an average, there are 4 to 6 water main <br /> breaks in each year and there are some areas which are partlcularly <br /> prone to this type of problem. These type of problem areas, such as <br /> Old Highviay 10, are considered the prime locations for minor type leaks <br /> as well. <br /> There are several methods available for leak detection, and there are <br /> local contractors which conduct this type of wor'k. I n many cases, the <br /> leaks can be isolated to short segments of main or possibly service <br /> lines. <br /> . <br />