Evaluating Physical and Fiscal Water Leakage in Water Distribution System

被引:23
作者
Bhagat, Suraj Kumar [1 ,2 ]
Tiyasha [1 ,2 ]
Welde, Wakjira [2 ]
Tesfaye, Olana [2 ]
Tran Minh Tung [1 ]
Al-Ansari, Nadhir [3 ]
Salih, Sinan Q. [4 ]
Yaseen, Zaher Mundher [5 ]
机构
[1] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
[2] Ambo Univ, Inst Technol, Dept Civil Engn, Ambo, Ethiopia
[3] Lulea Univ Technol, Civil Environm & Nat Resources Engn, S-97187 Lulea, Sweden
[4] Duy Tan Univ, Inst Res & Dev, Da Nang 550000, Vietnam
[5] Ton Duc Thang Univ, Fac Civil Engn, Sustainable Dev Civil Engn Res Grp, Ho Chi Minh City, Vietnam
关键词
water leakage; non-revenue water; bottom-up; top-down approach; bursts and background estimates; Ethiopia; DATA-DRIVEN MODELS; OF-THE-ART; LOSSES; ENERGY; MANAGEMENT; CONSUMPTION; TARIFFS; PIPES; COSTS;
D O I
10.3390/w11102091
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
With increasing population, the need for research ideas on the field of reducing wastage of water can save a big amount of water, money, time, and energy. Water leakage (WL) is an essential problem in the field of water supply field. This research is focused on real water loss in the water distribution system located in Ethiopia. Top-down and bursts and background estimates (BABE) methodology is performed to assess the data and the calibration process of the WL variables. The top-down method assists to quantify the water loss by the record and observation throughout the distribution network. In addition, the BABE approach gives a specific water leakage and burst information. The geometrical mean method is used to forecast the population up to 2023 along with their fiscal value by the uniform tariff method. With respect to the revenue lost, 42575 Br and 42664 Br or in 1562$ and 1566$ were lost in 2017 and 2018, respectively. The next five-year population was forecasted to estimate the possible amount of water to be saved, which was about 549,627 m(3) and revenue 65,111$ to make the system more efficient. The results suggested that the majority of losses were due to several components of the distribution system including pipe-joint failure, relatively older age pipes, poor repairing and maintenance of water taps, pipe joints and shower taps, negligence of the consumer and unreliable water supply. As per the research findings, recommendations were proposed on minimizing water leakage.
引用
收藏
页数:14
相关论文
共 55 条
[1]   Methods of Assessment of Water Losses in Water Supply Systems: a Review [J].
AL-Washali, Taha ;
Sharma, Saroj ;
Kennedy, Maria .
WATER RESOURCES MANAGEMENT, 2016, 30 (14) :4985-5001
[2]   Parallel computing in water network analysis and leakage minimization [J].
Alonso, JM ;
Alvarruiz, F ;
Guerrero, D ;
Hernández, V ;
Ruiz, PA ;
Vidal, AM ;
Martínez, F ;
Vercher, J ;
Ulanicki, B .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 2000, 126 (04) :251-260
[3]  
[Anonymous], 2002, INT FOOD POLICY RES
[4]  
[Anonymous], 2011, WHO WAT SAF BBUILDIN
[5]  
[Anonymous], 2017, WATER RESOURCE SYSTE
[6]   Capture and corruption in public utilities: The cases of water and electricity in Sub-Saharan Africa [J].
Auriol, Emmanuelle ;
Blanc, Aymeric .
UTILITIES POLICY, 2009, 17 (02) :203-216
[7]   The difference between energy consumption and energy cost: Modelling energy tariff structures for water resource recovery facilities [J].
Aymerich, I. ;
Rieger, L. ;
Sobhani, R. ;
Rosso, D. ;
Corominas, Ll .
WATER RESEARCH, 2015, 81 :113-123
[8]   Losses in Water Distribution Systems: A Complexity Theory Perspective [J].
Azevedo, Barbara Brzezinski ;
Saurin, Tarcisio Abreu .
WATER RESOURCES MANAGEMENT, 2018, 32 (09) :2919-2936
[9]  
Baldocchi D, 2001, B AM METEOROL SOC, V82, P2415, DOI 10.1175/1520-0477(2001)082<2415:FANTTS>2.3.CO
[10]  
2