Hydraulic behavior of pipe network subject to random water demands

World Water and Environmental Resources Congress

Volumn , Issue , 2003, Pages 3087-3096

  Buchberger, S G ^a   Li, Z ^a   Tzatchkov, V G ^b  

^a University of Cincinnati   (United States)

^b INSTITUTO MEXICANO DE TECNOLOGÍA DEL AGUA   (Mexico)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL METHODS; COMPUTER SIMULATION; HYDRAULICS; LAMINAR FLOW; MUNICIPAL ENGINEERING; TURBULENT FLOW; UNSTEADY FLOW; WATER DISTRIBUTION SYSTEMS; WATER SUPPLY;

FLOW RATES; POISSON RECTANGULAR PULSE (PRP);

WATER PIPELINES;

EID: 1642475592     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

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2. Buchberger, S.G. and J.G. Wells, Intensity, duration and frequency of residential water demands, Journal Water Resources Planning & Management, 122(1):11-19, 1996.
3. Buchberger, S.G., J.T. Carter, Y.H. Lee, T.G. Schade, Random demands, travel times and water quality in a deadend pipe. Final Report, American Water Works Association Research Foundation, Denver, Colorado, 467 pages, 2003.
4. th Annual Conf on Water Resources Planning and Management, Tempe, AZ, 1999.
5. Rossman L.A., R.M. Clark, and W.M. Grayman, Modeling chlorine residuals in drinking-water distribution systems, Journal of Environmental Engineering, 120(4):803-820, 1994.
6. Tzatchkov, V.G., A.A. Aldama, and F.I. Arreguin, Advection-dispersion-reaction modeling in water distribution networks, Journal Water Resources Planning & Management, 128(5):334-342, 2002.
7. st International Conference on Water Resources Management, Thessaloniki, Greece, pp. 217-226, 2001.