A Model for Solving the Optimal Water Allocation Problem in River Basins with Network Flow Programming When Introducing Non-Linearities

Water Resources Management

Volumn 26, Issue 14, 2012, Pages 4059-4071

  Haro, D ^a   Paredes, J ^a   Solera, A ^a   Andreu, J ^a  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

Author keywords

Network flows; Non linearities; Optimisation models; Water allocation; Water resources management

Indexed keywords

DECISION SUPPORT SYSTEMS; ITERATIVE METHODS; RIVERS; WATERSHEDS;

NETWORK FLOW ALGORITHMS; NETWORK FLOW PROGRAMMING; NETWORK FLOWS; OPTIMAL ALLOCATION OF WATER RESOURCES; OPTIMISATION MODELS; WATER ALLOCATIONS; WATER RESOURCES MANAGEMENT; WATER RESOURCES SYSTEMS;

RESERVOIRS (WATER);

ALGORITHM; DECISION SUPPORT SYSTEM; NONLINEARITY; NUMERICAL MODEL; OPTIMIZATION; RESOURCE ALLOCATION; RIVER BASIN; WATER MANAGEMENT; WATER RESOURCE;

DUERO BASIN;

EID: 84867551235     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-012-0129-7     Document Type: Article

References (34)

1. Ahuja R, Magnanti T, Orlin J (1993) Network flows: theory, algorithms and applications. Prentice Hall, New York.
2. Andreu J, Capilla J, Sanchís E (1996) AQUATOOL, a generalized decision-support system for water resources planning and operational management. J Hydrol 177: 269-291.
3. Bersetkas D (1985) A unified framework for primal-dual methods in minimum cost network flows problems. Math Program 32: 125-145.
4. Bersetkas D, Tseng P (1988) The relax codes for linear minimum cost network flow problems. Ann Oper Res 13: 125-190.
5. Bersetkas D, Tseng P (1994) RELAX-IV: A faster version of the RELAX code for solving minimum cost flow problems. Completion Report under NSFGrant CCR-9103804. Dept. of Electrical Engineering and Computer Science, MIT, Boston.
6. Chou F, Wu C, Lin C (2006) Simulating multi-reservoir operation rules by network flow model. ASCE Conf Proc 212: 33.
7. Chung F, Archer M, DeVries J (1989) Network flow algorithm applied to California aqueduct simulation. J Water Resour Plan Manag 115: 131-147.
8. Ford L, Fulkerson D (1962) Flows in networks. Princeton University Press, Princeton.
9. Fredericks J, Labadie J, Altenhofen J (1998) Decision support system for conjunctive stream-aquifer management. J Water Resour Plan Manag 124: 69-78.
10. Harou JJ, Medellín-Azuara J, Zhu T et al (2010) Economic consequences of optimized water management for a prolonged, severe drought in California. Water Resour Res 46: W05522.
11. Hsu N, Cheng K (2002) Network Flow Optimization Model for Basin-Scale Water Supply Planning. J Water Resour Plan Manag 128: 102-112.
12. Ilich N (1993) Improvement of the return flow allocation in the Water Resources Management Model of Alberta Environment. Can J Civ Eng 20: 613-621.
13. Ilich N (2009) Limitations of network flow algorithms in river basin modeling. J Water Resour Plan Manag 135: 48-55.
14. Kennington JL, Helgason RV (1980) Algorithms for network programming. John Wiley and Sons, New York.
15. Khaliquzzaman, Chander S (1997) Network flow programming model for multireservoir sizing. J Water Resour Plan Manag 123: 15-21.
16. Kuczera G (1989) Fast Multireservoir Mulltiperiod Linear Programming Models. Water Resour Res 25: 169-176.
17. Kuczera G (1993) Network linear programming codes for water-supply headworks modeling. J Water Resour Plan Manag 119: 412-417.
18. Labadie J (2004) Optimal operation of multireservoir systems: state-of-the-art review. J Water Resour Plan Manag 130: 93-111.
19. Labadie J (2006) MODSIM: river basin management decision support system. In: Singh W, Frevert D (eds) Watershed models. CRC, Boca Raton, pp 569-592.
20. Labadie J, Baldo M, Larson R (2000) MODSIM: decision support system for river basin management. Documentation and user manual. Dept. Of Civil Engineering, CSU, Fort Collins.
21. Manca A, Sechi G, Zuddas P (2010) Water supply network optimisation using equal flow algorithms. Water Resour Manag 24: 3665-3678.
22. MMA (2000) Libro blanco del agua en España. Ministerio de Medio Ambiente, Secretaría general Técnica, Centro de Publicaciones.
23. MMA (2008) Confederación Hidrográfica del Duero. Memoria 2008. http://www. chduero. es/Inicio/Publicaciones/tabid/159/Default. aspx. Last accessed 25 June 2012.
24. Perera B, James B, Kularathna M (2005) computer software tool REALM for sustainable water allocation and management. J Environ Manag 77: 291-300.
25. Rani D, Moreira M (2010) Simulation-optimization modeling: a survey and potential application in reservoir systems operation. Water Resour Manag 24: 1107-1138.
26. Reca J, Roldán J, Alcaide M, López R, Camacho E (2001a) Optimisation model for water allocation in deficit irrigation systems I. Description of the model. Agric Water Manag 48: 103-116.
27. Reca J, Roldán J, Alcaide M, López R, Camacho E (2001b) Optimisation model for water allocation in deficit irrigation systems II. Application to the Bembézar irrigation system. Agric Water Manag 48: 117-132.
28. Sechi G, Zuddas P (2008) Multiperiod hypergraph models for water systems optimization. Water Resour Manag 22: 307-320.
29. Sun H, Yeh W, Hsu N, Louie P (1995) Generalized network algorithm for water-supply-system optimization. J Water Resour Plan Manag 121: 392-398.
30. Wurbs R (1993) Reservoir-system simulation and optimization models. J Water Resour Plan Manag 119: 455-472.
31. Wurbs R (2005) Modeling river/reservoir system management, water allocation, and supply reliability. J Hydrol 300: 100-113.
32. Yamout G, El-Fadel M (2005) An optimization approach for multi-sectoral water supply management in the greater Beirut area. Water Resour Manag 19: 791-812.
33. Yates D, Sieber J, Purkey D, Hubert-Lee A (2005) WEAP21 - a demand-, priority-, and preference-driven water planning model. Part 1: model characteristics. Water Int 30: 487-500.
34. Zoltay V, Vogel R, Kirshen P, Westphal K (2010) Integrated watershed management modeling: generic optimization model applied to the Ipswich river basin. J Water Resour Plan Manag 136: 566-575.