Using field measured transient responses in a water distribution system to assess valve status and network topology

World Water Congress 2005: Impacts of Global Climate Change - Proceedings of the 2005 World Water and Environmental Resources Congress

Volumn , Issue , 2005, Pages 54-

  Stephens, Mark ^a   Lambert, Martin F ^a   Simpson, Angus R ^a   Vítkovský, John P ^a   Nixon, John B ^b  

^a UNIVERSITY OF ADELAIDE   (Australia)

^b United Water International   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; ROBUSTNESS (CONTROL SYSTEMS); TOPOLOGY;

ASSESS VALVE; NETWORK TOPOLOGY;

WATER DISTRIBUTION SYSTEMS;

EID: 37249028240     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40792(173)54     Document Type: Conference Paper

References (7)

1. Covas, D., Stoianov, I., Mano, J.F., Ramos, H., Graham, N. and Maksimovic, C. (2005) "The Dynamic Effect of Pipe-wall Viscoelasticity in Hydraulic Transients. Part II - Model Development, Calibration and Verification" Journal of Hydraulic Research, 43(1), 56-70
2. Kuczera, G.A. (1994) "NLFIT - A Bayesian Nonlinear Regression Program Suite - V 1.00g", Department of Civil Engineering and Surveying, University of Newcastle, New South Wales, Australia
3. McInnis, D. and Karney, B. (1995) "Transients in Distribution Networks : Field Tests and Demand Models" Journal of Hydraulic Engineering, ASCE, 121(3), 218-231
4. Liggett, J.A. and Chen, L.C. (1994) "Inverse Transient Analysis in Pipe Networks" Journal of Hydraulic Engineering, ASCE, 120(8), 934-955
5. th Annual Symposium on Water Distribution Systems Analysis, EWRI Congress, Salt Lake City, USA
6. th International Conference on Pressure Surges, BHR Group, Chester, UK
7. th International Conference on Pressure Surges, BHR Group, Chester, UK