Reservoir water allocation under abrupt pollution condition

Journal of Irrigation and Drainage Engineering

Volumn 140, Issue 3, 2014, Pages

  Haddad, Omid Bozorg ^a   Beygi, Soheila ^a   Mariño, Miguel A ^b,c  

^a UNIVERSITY OF TEHRAN   (Iran)

^b UNIVERSITY OF CALIFORNIA   (United States)

^c University of California   (United States)

Author keywords

Abrupt pollution in reservoirs; Conflict resolution; Optimal allocation; Water quality threats

Indexed keywords

EID: 84894089443     PISSN: 07339437     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)IR.1943-4774.0000679     Document Type: Article

References (29)

1. Afshar, A., Shafii, M., and Bozorg Haddad, O. (2010). "Optimizing multireservoir operation rules: An improved HBMO approach." J. Hydroinform., 13(1), 121-139.
2. Beygi, S., Bozorg Haddad, O., Fallah-Mehdipour, E., and Mariño, M. A. (2013). "Bargaining models for optimal design of water distribution networks." J. Water Resour. Plann. Manage., 10.1061/(ASCE)WR .1943-5452.0000324, in press.
3. Bozorg Haddad, O., Adams, B. J., and Mariño, M. A. (2008a). "Optimum rehabilitation strategy of water distribution systems using the HBMO algorithm." J. Water Supply: Res. Techn.-AQUA, 57(5), 327-350.
4. Bozorg Haddad, O., Afshar, A., and Mariño, M. A. (2008b). "Designoperation of multi-hydropower reservoirs: HBMO approach." Water Resour. Manage., 22(12), 1709-1722.
5. Bozorg Haddad, O., Afshar, A., and Mariño, M. A. (2008c). "Honey-bee mating optimization (HBMO) algorithm in deriving optimal operation rules for reservoirs." J. Hydroinform., 10(3), 257-264.
6. Bozorg Haddad, O., Afshar, A., and Mariño, M. A. (2009). "Optimization of non-convex water resource problems by honey-bee mating optimization (HBMO) algorithm." Eng. Comput., 26(3), 267-280.
7. Bozorg Haddad, O., Afshar, A., and Mariño, M. A. (2011a). "Multireservoir optimisation in discrete and continuous domains." Water Manage., 164(2), 57-72.
8. Bozorg Haddad, O., and Mariño, M. A. (2007). "Dynamic penalty function as a strategy in solving water resources combinatorial optimization problems with honey-bee optimization (HBMO) algorithm." J. Hydroinform., 9(3), 233-250.
9. Bozorg Haddad, O., Moradi-Jalal, M., and Mariño, M. A. (2011b). "Design-operation optimisation of run-of-river power plants." Water Manage., 164(9), 463-475.
10. Cole, T. M., and Wells, S. (2000). "CE-QUAL-W2: A two-dimensional, laterally averaged, hydrodynamic and water quality model." User Manual, Version 3,U.S.ArmyCorps of Engineers,WaterwaysExperiment Station.
11. Fallah-Mehdipour, E., Bozorg Haddad, O., Beygi, S., and Mariño, M. A. (2011). "Effect of utility function curvature ofYoung's bargainingmethod on the design of WDNs." Water Resour. Manage., 25(9), 2197-2218.
12. Gelda, R. K., Owen, E. M., and Effler, S. W. (1998). "Calibration, verification and an application of two-dimensional hydrothermal model (CE-QUAL-W2) for Cannonsville reservoir." J. Lake Reservoir Manage., 14(2-3), 186-196.
13. Ghajarnia, N., Bozorg Haddad, O., and Mariño, M. A. (2011). "Performance of a novel hybrid algorithm in the design of water networks." Water Manage., 164(4), 173-191.
14. Harsanyi, J. C., and Selten, R. (1972). "A generalized Nash solution for two-person bargaining games with incomplete information." Manage. Sci., 18(5), 80-106.
15. Hayes, D. F., Labadie, J. W., Sanders, T. G., and Brown, J. K. (1998). "Enhancing water quality in hydropower system operation." Water Resour. Res., 34(3), 471-483.
16. Kerachian, R., and Karamouz, M. (2006). "Optimal reservoir operation considering the water quality issues: A deterministic and stochastic conflict resolution approach." Water Resour. Res., 42(12), 1-17.
17. Kerachian, R., and Karamouz, M. (2007). "A stochastic conflict resolution model for water quality management in reservoir-river systems." Adv. Water Resour., 30(4), 866-882.
18. Lund, J. R., and Palmer, R. N. (1997). "Water resources system modeling for conflict resolution." Water Resour. Update, 108(3), 70-82.
19. Marce, R., Moreno-Ostos, E., Garcia-Barcina, J. M., and Armengol, J. (2010). "Tailoring dam structures to water quality prediction in new reservoir projects: Assisting decision-making using numerical modeling." J. Environ. Manage., 91(6), 1256-1267.
20. Moradi-Jalal, M., Bozorg Haddad, O., Karney, B. W., and Mariño, M. A. (2007). "Reservoir operation in assigning optimal multi-crop irrigation areas." Agr. Water Manage., 90(1-2), 149-159.
21. Nash, J. F. (1950). "The bargaining problem." Econometrica, 18(2), 155-162.
22. Noory, H., Liaghat, A. M., Parsinejad, M., and Bozorg Haddad, O. (2012). "Optimizing irrigation water allocation and multicrop planning using discrete PSO algorithm." J. Irrig. Drain. Eng., 10.1061/(ASCE)IR .1943-4774.0000426, 437-444.
23. Rasoulzadeh-Gharibdousti, S., Bozorg Haddad, O., and Mariño, M. A. (2011). "Optimal design and operation of pumping stations using NLP-GA." Water Manage., 164(4), 163-171.
24. Sabbaghpour, S., Naghashzadehgan, M., Javaherdeh, K., and Bozorg Haddad, O. (2012). "HBMO algorithm for calibrating water distribution network of Langarud city." Water Sci. Technol., 65(9), 1564-1569.
25. Salazar, R., Szidarouszky, F., Coppola, E., and Rojana, A. (2007). "Application of game theory for groundwater conflict in Mexico." J. Environ. Manage., 84(4), 560-571.
26. Samuels, W. B., Bahadur, R., Pickus, J., Amstutz, D., and McCormack, K. (2003). "River spill: A real-time emergency response and planning tool." U.S. Environmental Protection Agency, Washington, DC.
27. Shirangi, E., Kerachian, R., and Bajestan, M. S. (2007). "A simplified model for optimal reservoir operation considering the water quality issues: Application of the Young conflict resolution theory." Environ. Monit. Assess., 146(1-3), 77-89.
28. Soltanjalili, M., Bozorg Haddad, O., and Mariño, M. A. (2011). "Effect of breakage level one in design of water distribution networks." Water Res. Manage., 25(1), 311-337.
29. Waldon, M. G. (1998). "Time-of-travel in the lower Mississippi river: Model development, calibration, and application." Water Environment Research, 70(6), 1132-1141.