Avances en la hidráulica de redes de distribución de agua potable - page 132

130
A
vances
en
la
hidráulica
de
redes
de
distribución
de
agua
potable
Axworthy, D. H., Karney, B. W.: Modeling low velocity/high dispersion flow in water dis-
tribution system. J. of Water Resources Planning and Management. ASCE. 122 (1996)
218-221 591
Basha, H.A., Malaeb, L.N.: Eulerian - Lagrangian method for constituent transport in
water distribution networks. J. of Hydraulic Engineering. ASCE. 133 (2007) 1155-1166
Biswas, P., Lu, C., Clark, R. M.: Chlorine concentration decay in pipes. Water Research. 27
(1993) 1715-1724
Buchberger, S.G., Carter, J.T., Lee, Y.H., Schade, T.G.: Random Demands, Travel Times, and
Water Quality in Deadends. American Water Works Association. Denver (2003)
Buchberger, S.G., Lee, Y., Bloom, G., Rolf, B.: Dispersion of mass in intermittent laminar
flow through pipe. In: Savic, D., Walters, G. (eds.): Water Industry Systems: Modeling
and Optimization applications, Volume 1. Research Studies Press Ltd. Baldock (1999)
89-101
Buchberger, S.G., Lee, Y.H.: Unsteady dispersion in random intermittent flow through
a pipe. Proc. 3rd International Symposium on Environmental Hydraulics, Tempe,
Arizona (2001) 1-6
Buchberger, S.G., Li, Z.: Temporal Scale Consideration for Unsteady Dispersion in Pipe
Network Water Quality Modeling. Proc. EWRI ASCE World Water & Environmental
Resources Congress, Philadelphia. (2003) 23-26
Buchberger, S. G., Li, Z., Tzatchkov, V.G.: Hydraulic Behavior of Pipe Networks Subject to
Random Water Demands. Proc. EWRI ASCE World Water & Environmental Resour-
ces Congress, Philadelphia, (2003) 1-12
Cutter, M.R.: Dispersion in steady pipe flow with Reynolds number under 10,000. M.S.
Thesis. University of Cincinnati, Cincinnati, Ohio (2004)
Fluent Inc.: Fluent 6.2 User’s guide (2005)
Gill, W.N., Sankarasubramanian, R.: Exact analysis of unsteady convective diffusion. Pro-
ceedings of the Royal Society of London Series A. 316 (1970) 341-350
Islam, M.R., Chaudhry, M.H.: Modeling constituent transport in unsteady flows in pipe
networks. J. of Hydraulic Engineering, 124 (1998), 1115-1124
Lee, Y.: Mass Dispersion in Intermittent Laminar Flow. PhD Dissertation. University of
Cincinnati. Cincinnati. Ohio (2004)
Li, Z., Buchberger, S.G., Tzatchkov, V.G.: Importance of dispersion in network water qua-
lity modeling. Proc. EWRI ASCE World Water & Environmental Resources Congress,
Anchorage, AL. (2005) 1-12
Li, Z., Buchberger, S.G., Tzatchkov, V. G.: Integrating Distribution Network Models with
Stochastic Water Demands andMass Dispersion. Proc. 8th Annual Water Distribution
System Analysis Symposium, University of Cincinnati, Cincinnati. Ohio (2006) 1-12
Li, Z., Buchberger, S. G., Lee, Y., Tzatchkov, V.G., McKenna, S.: Water Distribution Ne-
twork Modeling with Stochastic Water Demands and Mass Dispersion. Submitted to
J. of Environmental Engineering. ASCE (2009)
Li, Z.: Network Water Quality Modeling with Stochastic Demands and Mass Dispersion,
PhD Dissertation. University of Cincinnati. Cincinnati. Ohio (2006)
1...,122,123,124,125,126,127,128,129,130,131 133,134,135,136,137,138,139,140,141,142,...502