Integrating distribution network models with stochastic water demands and mass dispersion

8th Annual Water Distribution Systems Analysis Symposium 2006

Volumn , Issue , 2007, Pages 156-

  Li, Zhiwei ^a   Buchberger, Steven G ^a   Tzatchkov, Velitchko ^b  

^a UNIVERSITY OF CINCINNATI   (United States)

^b INSTITUTO MEXICANO DE TECNOLOGÍA DEL AGUA   (Mexico)

Author keywords

Dispersion; Modeling; Network; Stochastic water demands; Water distribution; Water quality

Indexed keywords

COMPUTER SIMULATION; EULER EQUATIONS; GREEN'S FUNCTION; LAGRANGE MULTIPLIERS; LAMINAR FLOW; STOCHASTIC CONTROL SYSTEMS; WATER QUALITY;

COMPLEX PIPE NETWORKS; STOCHASTIC DEMANDS; STOCHASTIC WATER DEMANDS;

WATER DISTRIBUTION SYSTEMS;

EID: 40549095414     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40941(247)156     Document Type: Article

References (12)

1. Aldama, A.A., V.G. Tzatchkov and F.I. Arreguin (1998). The numerical Green's function technique for boundary value problems in networks. Hydraulic engineering software VII, W.R. Blain ed., Computational mechanics publications/WITpress, Southampton, U.K., 121- 130
2. Axworthy, D. H. and B. W. Karney (1996). Modeling low velocity/high dispersion flow in water distribution system. J. of Water Resources Planning and Management, 122(3): 218-221
3. Baptista, A.E. de M., E.E. Adams and K.D. Stolzenbach (1984). Eulerian-Lagranian analysis of pollutant transport in shallow water. Rep. No. 296, Massachusetts Institute of Technology, Cambridge, Mass.
4. Buchberger, S.G. and Y. Lee (1999). Evidence supporting the Poisson pulse hypothesis for residential water demand. Water industry systems: modeling and optimization applications. Vol. 1, D.Savic and G. Walters, eds., Research studies press, Baldock, U.K., 89-101
5. Buchberger, S.G., J.T. Carter, Y. Lee and T.G. Schade (2003). Random demands, travel times, and water quality in dead-ends. AWWA Research Foundation, Denver, Colorado, 467 pg.
6. Lee, Y. (2004). "Mass dispersion in intermittent laminar flow". Ph.D dissertation. University of Cincinnati, Cincinnati, Ohio.
7. Li, Z. and S.G. Buchberger (2003). PRP Simulator Users Manual. University of Cincinnati, Cincinnati, Ohio.
8. Liu, H.H. and J.H. Dane (1996). An interpolation-corrected modified method of characteristics to solve advection-dispersion equations. Advances in Water Resources. 19(6): 359-368
9. Rossman, L. A., R. M. Clark and W. M. Grayman (1994). Modeling chlorine residuals in drinking-water distribution systems. J. of Environmental Engineering. 120(4): 803-820
10. Taylor, G.I. (1954). The dispersion of matter in turbulent flow through a pipe. Proc. Roy. Ser. A. London, UK, 223: 446-468
11. Tzatchkov, V.G., A.A. Aldama, F.I. Arreguin (2002). Advection-dispersion- reaction modeling in water distribution networks. J. of Water Resources Planning and Management. 128(5) 334-342
12. Van Genuchten, M.T. and W.J. Alves (1982). Analytical solutions of the one-dimensional convection-dispersive solute transport equation. Technical Bulletin No 1661. U.S. Department of Agriculture, Washington, D.C.