Accounting for directional devices in WDN modeling

Journal of Hydraulic Engineering

Volumn 138, Issue 10, 2012, Pages 858-869

  Giustolisi, Orazio ^a   Berardi, Luigi ^a   Laucelli, Daniele ^a  

^a POLITECNICO DI BARI   (Italy)

Author keywords

Algorithms; Network analysis; Pipe networks; Simulation; Water distribution system; Water pipelines

Indexed keywords

ENERGY BALANCE EQUATIONS; EXISTENCE AND UNIQUENESS; GLOBAL GRADIENT ALGORITHMS; HEURISTIC APPROACH; PIPE NETWORKS; SIMULATION; TOPOLOGICAL ANALYSIS; WATER DISTRIBUTION NETWORKS; CHECK VALVES; FLOW CONTROL VALVES; HYDRAULIC SYSTEM; NETWORK SIMULATION MODEL; STEADY STATE; WATER DISTRIBUTION NETWORK MODELS; WATER FLOW CONTROL;

ALGORITHMS; ELECTRIC NETWORK ANALYSIS; HEURISTIC METHODS; HYDRAULIC EQUIPMENT; SAFETY VALVES; TOPOLOGY; WATER DISTRIBUTION SYSTEMS; WATER PIPELINES; FLOW CONTROL; FLOW OF WATER; HYDRAULICS;

COMPUTER SIMULATION; WATER DISTRIBUTION SYSTEMS;

ALGORITHM; BOUNDARY CONDITION; COMPUTER SIMULATION; ENERGY BALANCE; FLOW CONTROL; HEURISTICS; HYDRAULIC FRACTURE; NETWORK ANALYSIS; NUMERICAL MODEL; STEADY-STATE EQUILIBRIUM; WATER FLOW;

EID: 84875074132     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000585     Document Type: Article

References (30)

1. Chandapillai, J. (1991). "Realistic simulation of water distribution system." J. Transp. Eng., 117(2), 258-263.
2. Chandrashekar, M. (1980). "Extended set of components in pipe networks." J. Hydraul. Div., Am. Soc. Civ. Eng., 106(1), 133-149.
3. Cheung, P. B., Van Zyl, J. E., and Reis, L. F. R. (2005). "Extension of Epanet for pressure driven demand modeling in water distribution system." Proc., Computer and Control in Water Industry, Water Management for the 21st Century, Vol. 1, Univ. of Exeter, Center for Water Systems, 311-316.
4. Collins, M., Cooper, L., Helgason, R., Kenningston, J., and Leblanc, L. (1978). "Solving the pipe network analysis problem using optimization techniques." Manage. Sci., 24(7), 747-760.
5. Cross, H. (1936). "Analysis of flow in networks of conduits or conductors." Bulletin No. 286, Univ. of Illinois Engineering Experimental Station, Urbana, IL, 1-29.
6. Deuerlein, J., Simpson, A. R., and Gross, E. (2008). "The never ending story of modeling control devices in hydraulic systems." Proc., 10th Annual Symp. on Water Distribution Systems Analysis, ASCE, Reston, VA.
7. Deuerlein, J. W., Simpson, A. R., and Dempe, S (2009). "Modeling the behavior of flow regulating devices in water distribution systems using constrained nonlinear programming." J. Hydr. Eng., 135(11), 970-982.
8. Epp, R., and Fowler, A. G. (1970). "Efficient code for steady-state flows in networks." J. Hydraul. Div., 96(11), 43-56.
9. Germanopoulos, G. (1985). "A technical note on the inclusion of pressure dependent demand and leakage terms in water supply network models." Civ. Eng. Syst., 2(Sept), 171-179.
10. Giustolisi, O., Kapelan, Z., and Savic, D. A. (2008a). "An algorithm for automatic detection of topological changes in water distribution networks." J. Hydr. Eng., 134(4), 435-446.
11. Giustolisi, O., Kapelan, Z., and Savic, D. A. (2008c). "Extended period simulation analysis considering valve shutdowns." J. Water Resour. Plan. Manage., 134(6), 527-537.
12. Giustolisi, O., and Laucelli, D. (2011). "Water distribution network pressure-driven analysis using EGGA." J. Water Resour. Plan. Manage., 137(6), 498-510.
13. Giustolisi, O., Savic, D. A., Berardi, L., and Laucelli, D. (2011). "An Excel-based solution to bring water distribution network analysis closer to users." Proc., Computer and Control in Water Industry (CCWI), Vol. 3, D. A. Savic, Z. Kapelan, and D. Butler, eds., Centre for Water Systems, Univ. of Exeter, Exeter, UK, 805-810.
14. Giustolisi, O., Savic, D. A., and Kapelan, Z. (2008b). "Pressure-driven demand and leakage simulation for water distribution networks." J. Hydr. Eng., 134(5), 626-635.
15. Isaacs, L. T., and Mills, K. G. (1980). "Linear theory methods for pipe network analysis." J. Hydraul. Div., 106(7), 1191-1201.
16. Jowitt, P. W., and Xu, C. (1990). "Optimal valve control in water distribution networks." J. Water Resour. Plan. Manage., 116(4), 455-472.
17. Kesavan, H. K., and Chandrashekar, M. (1972). "Graph-theoretic models for pipe network analysis." J. Hydraul. Div., 98(2), 345-364.
18. Martin, D.W., and Peters, G. (1963). "The application of Newton's method to network analysis by digital computers." J. Inst. Water Eng., X(17), 115-129.
19. Mcinnis, D. A., Karney, B. W., and Axworthy, D. H. (1997) "Efficient valve representation in fixed-grid characteristics method." J. Hydr. Eng., 123(8) 709-718.
20. Piller, O., and Bremond, B. (2001) "Modeling of pressure regulating devices: A problem now solved." Proc., 3rd Annual Symp. on Water Distribution Systems Analysis (CD-ROM), ASCE, Reston, VA, Section 1, Chapter 290.
21. Piller, O., and Van Zyl, J. E. (2007). "A unified framework for pressure-driven network analysis." Proc., Computer and Control in Water Industry, Water Management Challenges in Global Changes, Supplementary Proceedings, B. Ulaniki, et al., eds., Taylor & Francis, London, 25-30.
22. Piller, O., and Van Zyl, J. E. (2009). "Pressure-driven analysis of network sections via high-lying nodes." Proc., Computer and Control in Water Industry, J. Boxal and C. Maksimovic, eds., Taylor & Francis, London, 257-262.
23. Rossman, L. A. (2000). Epanet2 Users Manual, U.S. EPA, Cincinnati. Shamir, U., and Howard, C. D. D. (1968). "Water distribution network analysis." J. Hydraul. Div., 94(1), 219-234.
24. Simpson, A. R. (1999). "Modeling of pressure regulating devices: The last major problem yet to be solved in hydraulic simulation." Proc., 26th Annual Water Resources Planning and Management Conf., Tempe, AZ (CD-ROM), ASCE, Reston, VA.
25. Todini, E. (2003). "A more realistic approach to the extended period simulation of water distribution networks." Advances in water supply management, C. Maksimovic, D. Butler, and F. A. Memon, eds., A.A.Balkema, Lisse, Netherlands, 173-184.
26. Todini, E., and Pilati, S. (1988). "A gradient method for the solution of looped pipe networks." Computer applications in water supply, Vol. 1, Wiley, New York, 1-20.
27. Vairavamoorthy, K, and Lumbers, J. (1998). "Leakage reduction in water distribution systems: Optimal valve control." J. Hydr. Eng., 124(11), 1146-1154.
28. Wagner, J. M., Shamir, U., and Marks, D. H. (1988). "Water distribution reliability: Simulation methods." J. Water Res. Plan. and Manage., 114(3), 276-294.
29. WDNetXL. (2011). A MS-Excel based tool for WDN analysis, www.hydroinformatics.it. (Jul. 27, 2012).
30. Wood, D. J., and Charles, C. O. A. (1972). "Hydraulic network analysis using linear theory." J. Hydraul. Div., 98(7), 1157-1170.