Leakage Assessment through Water Distribution Network SimulationSource: Journal of Water Resources Planning and Management:;2005:;Volume ( 131 ):;issue: 006Author:Javier Almandoz
,
Enrique Cabrera
,
Francisco Arregui
,
Enrique Cabrera Jr.
,
Ricardo Cobacho
DOI: 10.1061/(ASCE)0733-9496(2005)131:6(458)Publisher: American Society of Civil Engineers
Abstract: Presented herein is a methodology for evaluation of water losses based on discrimination of the two components of uncontrolled water in a water distribution network: physical losses in mains and service connections, and the volume of water consumed but not measured by meters. The water balance calculations consider that all nonmeasured consumption is uncontrolled water and consequently an apparent loss. The methodology is applicable to an entire network or portions thereof, and presumes that real losses in certain physical states of a network are a function of pressure, while apparent losses (defined as nonmetered consumed water) are a function of consumption patterns (i.e., domestic, industrial, institutional, etc.). An extended period simulation of a water distribution network is employed to accurately determine both terms.
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| contributor author | Javier Almandoz | |
| contributor author | Enrique Cabrera | |
| contributor author | Francisco Arregui | |
| contributor author | Enrique Cabrera Jr. | |
| contributor author | Ricardo Cobacho | |
| date accessioned | 2017-05-08T21:08:02Z | |
| date available | 2017-05-08T21:08:02Z | |
| date copyright | November 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9496%282005%29131%3A6%28458%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39979 | |
| description abstract | Presented herein is a methodology for evaluation of water losses based on discrimination of the two components of uncontrolled water in a water distribution network: physical losses in mains and service connections, and the volume of water consumed but not measured by meters. The water balance calculations consider that all nonmeasured consumption is uncontrolled water and consequently an apparent loss. The methodology is applicable to an entire network or portions thereof, and presumes that real losses in certain physical states of a network are a function of pressure, while apparent losses (defined as nonmetered consumed water) are a function of consumption patterns (i.e., domestic, industrial, institutional, etc.). An extended period simulation of a water distribution network is employed to accurately determine both terms. | |
| publisher | American Society of Civil Engineers | |
| title | Leakage Assessment through Water Distribution Network Simulation | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 6 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(2005)131:6(458) | |
| tree | Journal of Water Resources Planning and Management:;2005:;Volume ( 131 ):;issue: 006 | |
| contenttype | Fulltext |