Assessment of water losses in distribution networks: Methods, applications, uncertainties, and implications in intermittent supply

被引:64
作者
AL-Washali, Taha [1 ,2 ,3 ]
Sharma, Saroj [2 ]
Lupoja, Robert [4 ]
AL-Nozaily, Fadhl [3 ]
Haidera, Mansour [3 ]
Kennedy, Maria [1 ,2 ]
机构
[1] Delft Univ Technol, Dept Civil Engn & Geosci, Stevinweg 1, NL-2628 CN Delft, Netherlands
[2] IHE Delft Inst Water Educ, Dept Environm Engn & Water Technol, Westvest 7, NL-2611 AX Delft, Netherlands
[3] Sanaa Univ, Water & Environm Ctr, Sanaa, Yemen
[4] Mwanza Urban Water Supply & Sanitat Author, Mwanza, Tanzania
关键词
Water loss; Water balance; Leakage; Real losses; Apparent losses; Intermittent supply; LEAKAGE; SYSTEMS; BALANCE; COSTS;
D O I
10.1016/j.resconrec.2019.104515
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Reducing all water loss components to zero is neither technically possible nor economically viable. The water loss components should be accurately assessed and prioritised for a reduction. This paper investigates all methods that break down the water losses in distribution networks into apparent and real losses. Their accuracies and uncertainties are discussed and applications to three case studies in developing countries are presented. The results show that different methods estimate the water loss components differently. Consequently, different reduction measures are planned and prioritised. Interestingly, the least accurate methods have a low level of uncertainty, but more realistic assumptions yield higher uncertainties. This suggests that the uncertainty analysis only assists in improving the outputs of each of the methods but does not demonstrate their accuracy. The cost of water loss varies depending on the used assessment method and the economic feasibility of the reduction measures is significantly influenced. The water loss components should therefore be assessed for the whole network using at least two methods to reasonably model and monitor the loss reduction in water distribution networks.
引用
收藏
页数:11
相关论文
共 58 条
  • [1] Monitoring Nonrevenue Water Performance in Intermittent Supply
    AL-Washali, Taha
    Sharma, Saroj
    AL-Nozaily, Fadhl
    Haidera, Mansour
    Kennedy, Maria
    [J]. WATER, 2019, 11 (06)
  • [2] Modelling the Leakage Rate and Reduction Using Minimum Night Flow Analysis in an Intermittent Supply System
    AL-Washali, Taha
    Sharma, Saroj
    AL-Nozaily, Fadhl
    Haidera, Mansour
    Kennedy, Maria
    [J]. WATER, 2019, 11 (01)
  • [3] Methods of Assessment of Water Losses in Water Supply Systems: a Review
    AL-Washali, Taha
    Sharma, Saroj
    Kennedy, Maria
    [J]. WATER RESOURCES MANAGEMENT, 2016, 30 (14) : 4985 - 5001
  • [4] AL-Washali TM, 2018, J WATER RES PLAN MAN, V144, DOI [10.1061/(asce)wr.1943-5452.0000925, 10.1061/(ASCE)WR.1943-5452.0000925]
  • [5] Alegre H., 2016, Performance Indicators for Water Supply Services
  • [6] Alegre H., 2000, Performance Indicators for Water Supply Services. IWA Manual of Best Practice
  • [7] [Anonymous], [No title captured]
  • [8] [Anonymous], [No title captured]
  • [9] [Anonymous], [No title captured]
  • [10] [Anonymous], [No title captured]