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Using the WCM for transient modeling of water distribution ..:
RAMALINGAM, DHANDAYUDHAPANI
;
LINGIREDDY, SRINIVASA
;
WOOD, DON J.
Journal (American Water Works Association). 101 (2009) 2 - p. 75-89 , 2009
Link:
https://www.jstor.org/stable/41313468
RT Journal T1
Using the WCM for transient modeling of water distribution networks
UL https://suche.suub.uni-bremen.de/peid=jstor-41313468&Exemplar=1&LAN=DE A1 RAMALINGAM, DHANDAYUDHAPANI A1 LINGIREDDY, SRINIVASA A1 WOOD, DON J. PB American Water Works Association YR 2009 SN 0003-150X SN 1551-8833 K1 Applied sciences K1 Engineering K1 Civil engineering K1 Infrastructure K1 Pipelines K1 Mathematics K1 Applied mathematics K1 Mathematical methods K1 Method of characteristics K1 Physical sciences K1 Physics K1 Mechanics K1 Wave mechanics K1 Waves K1 Elastic waves K1 Hydraulic engineering K1 Hydraulics K1 Research methods K1 Modeling K1 Fluid mechanics K1 Fluid dynamics K1 Fluid flow K1 Flow characteristics K1 Flow velocity K1 Transportation K1 Travel K1 Travel time K1 Computer science K1 Computer operations K1 Computer analysis K1 Fluid pressure K1 Pressure head K1 Mathematical values K1 Mathematical constants K1 Time constants JF Journal (American Water Works Association) VO 101 IS 2 SP 75 OP 89 LK http://dx.doi.org/https://www.jstor.org/stable/41313468 DO https://www.jstor.org/stable/41313468 SF ELIB - SuUB Bremen
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