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Alternati̇f Reservuar Haci̇m Deği̇şi̇mleri̇ni̇n Taşkın Kontrolu Açısından Değerlendi̇rilmesi

Year 2017, , 108 - 137, 31.01.2017
https://doi.org/10.31807/tjwsm.297150

Abstract

References

  • Carter, N.C. (2010). Using Army Corps of Engineers Reservoirs for Municipal and Industrial Water Supply: Current Issues. Congressional Research Service Report for Congress. 7-5700, R41002. Washington, D.C.
  • Che, D., and L.W. Mays (2015). ″Development of an Optimization/Simulation Model for Real-Time Flood-Control Operation of River-Reservoirs Systems.″ Water Resources Management, EWRA, 29:3987-4005.
  • Chen, J, P. Zhong, B. Xu, and Y. Zhao (2014). ″Risk Analysis for Real-Time Flood Control Operation of a Reservoir.″ Journal of Water Resources Planning and Management, ASCE. 141(8):1-9.
  • Chou, F.N., and C.W. Wu (2015). ″Stage-wise optimizing operating rules for flood control in a multi-purpose reservoir.″ Journal of Hydrology, Elsevier, 521:245-260.
  • Chou, F.N., and C.W. Wu. (2013). ″Expected shortage based pre-release strategy for reservoir flood control.″ Journal of Hydrology, Elsevier, 497:1-14.
  • Demirel, M. (2015). Assessment of Flood Control Capabilities for Alternative Reservoir Storage Allocations, M.S. Degree Thesis, Texas A&M University, College Station, Texas.
  • Dittmann, R., F. Frochlich, R. Pohl, and M Ostrowski (2009). ″Optimum multi-objective reservoir operation with emphasis on flood control and ecology.″ Natural Hazards and Earth System Sciences, EGU, 9:1973-1980.
  • Fu, X., A-. Li, and H. Wang (2014). ″Allocation of Flood Control Capacity for a Multireservoir System Located at the Yangtze River Basin.″ Water Resources Management, EWRA, 28:4823-4834.
  • Hydrologic Engineering Center (2010). HEC-SSP Statistical Software Package User`s Manual. US Army Corps of Engineers, Davis, California
  • Labadie, J.W. (2004). "Optimal Operation of Multireservoir Systems: State-of-the-Art Review," Journal of Water Resources Planning and Management, ASCE, 130(2):34-49.
  • Liu, X., S. Guo, P. Liu, L. Chen, and X. Li (2011). ″Deriving Optimal Refill Rules for Multi-Purpose Reservoir Operation.″ Water Resources Management, Springer, 25:431-448.
  • Ma, X., F. Liu, Y. Qi, L. Li, L. Jiao, X Deng, X. Wang, B. Dong, Z. Hou, Y. Zhang, and J. Wu. (2016) ″MOEA/D with biased weight adjustment inspired by user preference and its application on multi-objective reservoir flood control problem.″ Soft Computing, Sprnger, 20:4999-5023.
  • McMahon, G.F., and M.C. Farmer (2004). ″Reallocation of Federal Multipurpose Reservoirs: Principles, Policy, and Practice.″ Journal of Water Resources Planning and Management, ASCE. 130(3):187-197.
  • McMahon, G.F., and M.C. Farmer (2009). ″Rule-Based Storage Accounting for Multipurpose Reservoir Systems.″ Journal of Water Resources Planning and Management, ASCE. 135(4):286-297.
  • Meng, X., X. Liang, B. Yan, W. Li, L. Guo, and B. Feng (2016). ″Optimizing schemes on dynamic control of resrvoir normal elevation in flood season.″ Natural Hazards. 81:1161-1175.
  • Song, J.H., M.S. Kang, I Song, and S.M. Jun (2016). ″Water Balance in Irrigation Reservoirs Considering Flood Control and Irrigation Efficiency Variation.″ Journal of Irrigation and Drainage Engineering, ASCE, 142(4):1-14.
  • Texas Water Development Board (2017). Water for Texas, 2017 State Water Plan. Austin Texas.
  • U.S. Army Corps of Engineers (1987). Management of water control systems. Engineering Manual 1110-2-3600. Washington, D.C.
  • U.S. Army Corps of Engineers (2016). ″Use of U.S. Army Corps of Engineers Reservoir Projects for Domestic, Municipal & Industrial Water Supply.″ Federal Register. Vol 81, No. 242: 91556-91590.
  • U.S. Water Resources Council (1981). Guidelines for Determining Flood Flow Frequency. Bulletin 17B of the Hydrology Committee, Washington, DC.
  • Wan, W., J. Zhao, J.R. Lund, T. Zhao, X. Lei, and H. Wang (2016). ″Optimal Hedging Rule for Reservoir Refill.″ Journal of Water Resources Planning and Management, ASCE, 142(11):1-13.
  • Wurbs, R. A. (1996). Modeling and Analysis of Reservoir System Operations, Prentice Hall PTR, Upper Saddle River, NJ.
  • Wurbs, R. A., and Hoffpauir, R. J. (2013). Water Rights Analysis Package (WRAP) Daily Modeling System. TR-430, Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A, and W.P. James (2002). Water Resources Engineering. Prentice-Hall Upper Saddle River, New Jersey.
  • Wurbs, R.A. (2005). ″Texas Water Availability Modeling System.″ Journal of Water Resources Planning and Management, ASCE. 131(4):270-279.
  • Wurbs, R.A. (2006). ″Water Rights Analysis Package (WRAP) Modeling System.″ in V.P. Singh & D.K. Frevert (Eds.) Watershed Models. CRC Taylor & Francis, London, 593-612.
  • Wurbs, R.A. (2011). ″Chapter 1 Generalized Models of River System Development and Management.″ in: U. Uhlig (Ed.) Current Issues in Water Management, InTech Publishers, Rijeka, Croatia. 1-22.
  • Wurbs, R.A. (2015a). ″Sustainable Statewide Water Management in Texas.″ Journal of Water Resources Planning and Management. ASCE. 141(12):1-10.
  • Wurbs, R.A. (2015b). Water Rights Analysis Package (WRAP) Modeling System Reference Manual. TR-255. 11th Ed. Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A. (2015c). Water Rights Analysis Package (WRAP) Modeling System Users Manual. TR-256. 11th Ed. Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A. (2016). "Chapter 5 Reservoir System Management", Sustainable Water Management and Technologies, Volume I Sustainable Water Management, (D.H. Chen, Editor), Taylor & Francis/CRC Press.
  • Wurbs, R.A., & Hoffpauir, R.J. (2013). Environmental Flows in Water Availability Modeling. TR-440. Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A., & Hoffpauir, R.J. (2015). Water Rights Analysis Package (WRAP) Daily Modeling System. TR-430. Texas Water Resources Institute, College Station, Texas.

Assessment of Flood Control Capabilities for Alternative Reservoir Storage Allocations

Year 2017, , 108 - 137, 31.01.2017
https://doi.org/10.31807/tjwsm.297150

Abstract

Multiple-purpose reservoir system operations are based on the conflicting objections of maximizing storage contents to assure high water supply reliability and maximizing empty storage space to mitigate flood risk. Reallocation of storage capacity between conservation and flood control purposes provides a strategy for optimizing limited available storage capacity in response to growing demands and changing objectives. A modeling and analysis methodology is presented in the article for assessing alternative reservoir storage allocations. Flood control capabilities are evaluated in terms of the probabilities of overtopping the storage capacities of the reservoirs in the system. Water supply capabilities are quantified in terms of reliability metrics. Flood control analysis capabilities are implemented in a modeling system originally created for detailed assessments of water supply capabilities. The methodology is applied to a system of eight multiple-purpose reservoirs in the Dallas and Fort Worth metropolitan area in the Trinity River Basin of Texas in the United States. The generalized modeling system and analysis methods are applicable to reservoir systems located anywhere including systems that may be very complex.

References

  • Carter, N.C. (2010). Using Army Corps of Engineers Reservoirs for Municipal and Industrial Water Supply: Current Issues. Congressional Research Service Report for Congress. 7-5700, R41002. Washington, D.C.
  • Che, D., and L.W. Mays (2015). ″Development of an Optimization/Simulation Model for Real-Time Flood-Control Operation of River-Reservoirs Systems.″ Water Resources Management, EWRA, 29:3987-4005.
  • Chen, J, P. Zhong, B. Xu, and Y. Zhao (2014). ″Risk Analysis for Real-Time Flood Control Operation of a Reservoir.″ Journal of Water Resources Planning and Management, ASCE. 141(8):1-9.
  • Chou, F.N., and C.W. Wu (2015). ″Stage-wise optimizing operating rules for flood control in a multi-purpose reservoir.″ Journal of Hydrology, Elsevier, 521:245-260.
  • Chou, F.N., and C.W. Wu. (2013). ″Expected shortage based pre-release strategy for reservoir flood control.″ Journal of Hydrology, Elsevier, 497:1-14.
  • Demirel, M. (2015). Assessment of Flood Control Capabilities for Alternative Reservoir Storage Allocations, M.S. Degree Thesis, Texas A&M University, College Station, Texas.
  • Dittmann, R., F. Frochlich, R. Pohl, and M Ostrowski (2009). ″Optimum multi-objective reservoir operation with emphasis on flood control and ecology.″ Natural Hazards and Earth System Sciences, EGU, 9:1973-1980.
  • Fu, X., A-. Li, and H. Wang (2014). ″Allocation of Flood Control Capacity for a Multireservoir System Located at the Yangtze River Basin.″ Water Resources Management, EWRA, 28:4823-4834.
  • Hydrologic Engineering Center (2010). HEC-SSP Statistical Software Package User`s Manual. US Army Corps of Engineers, Davis, California
  • Labadie, J.W. (2004). "Optimal Operation of Multireservoir Systems: State-of-the-Art Review," Journal of Water Resources Planning and Management, ASCE, 130(2):34-49.
  • Liu, X., S. Guo, P. Liu, L. Chen, and X. Li (2011). ″Deriving Optimal Refill Rules for Multi-Purpose Reservoir Operation.″ Water Resources Management, Springer, 25:431-448.
  • Ma, X., F. Liu, Y. Qi, L. Li, L. Jiao, X Deng, X. Wang, B. Dong, Z. Hou, Y. Zhang, and J. Wu. (2016) ″MOEA/D with biased weight adjustment inspired by user preference and its application on multi-objective reservoir flood control problem.″ Soft Computing, Sprnger, 20:4999-5023.
  • McMahon, G.F., and M.C. Farmer (2004). ″Reallocation of Federal Multipurpose Reservoirs: Principles, Policy, and Practice.″ Journal of Water Resources Planning and Management, ASCE. 130(3):187-197.
  • McMahon, G.F., and M.C. Farmer (2009). ″Rule-Based Storage Accounting for Multipurpose Reservoir Systems.″ Journal of Water Resources Planning and Management, ASCE. 135(4):286-297.
  • Meng, X., X. Liang, B. Yan, W. Li, L. Guo, and B. Feng (2016). ″Optimizing schemes on dynamic control of resrvoir normal elevation in flood season.″ Natural Hazards. 81:1161-1175.
  • Song, J.H., M.S. Kang, I Song, and S.M. Jun (2016). ″Water Balance in Irrigation Reservoirs Considering Flood Control and Irrigation Efficiency Variation.″ Journal of Irrigation and Drainage Engineering, ASCE, 142(4):1-14.
  • Texas Water Development Board (2017). Water for Texas, 2017 State Water Plan. Austin Texas.
  • U.S. Army Corps of Engineers (1987). Management of water control systems. Engineering Manual 1110-2-3600. Washington, D.C.
  • U.S. Army Corps of Engineers (2016). ″Use of U.S. Army Corps of Engineers Reservoir Projects for Domestic, Municipal & Industrial Water Supply.″ Federal Register. Vol 81, No. 242: 91556-91590.
  • U.S. Water Resources Council (1981). Guidelines for Determining Flood Flow Frequency. Bulletin 17B of the Hydrology Committee, Washington, DC.
  • Wan, W., J. Zhao, J.R. Lund, T. Zhao, X. Lei, and H. Wang (2016). ″Optimal Hedging Rule for Reservoir Refill.″ Journal of Water Resources Planning and Management, ASCE, 142(11):1-13.
  • Wurbs, R. A. (1996). Modeling and Analysis of Reservoir System Operations, Prentice Hall PTR, Upper Saddle River, NJ.
  • Wurbs, R. A., and Hoffpauir, R. J. (2013). Water Rights Analysis Package (WRAP) Daily Modeling System. TR-430, Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A, and W.P. James (2002). Water Resources Engineering. Prentice-Hall Upper Saddle River, New Jersey.
  • Wurbs, R.A. (2005). ″Texas Water Availability Modeling System.″ Journal of Water Resources Planning and Management, ASCE. 131(4):270-279.
  • Wurbs, R.A. (2006). ″Water Rights Analysis Package (WRAP) Modeling System.″ in V.P. Singh & D.K. Frevert (Eds.) Watershed Models. CRC Taylor & Francis, London, 593-612.
  • Wurbs, R.A. (2011). ″Chapter 1 Generalized Models of River System Development and Management.″ in: U. Uhlig (Ed.) Current Issues in Water Management, InTech Publishers, Rijeka, Croatia. 1-22.
  • Wurbs, R.A. (2015a). ″Sustainable Statewide Water Management in Texas.″ Journal of Water Resources Planning and Management. ASCE. 141(12):1-10.
  • Wurbs, R.A. (2015b). Water Rights Analysis Package (WRAP) Modeling System Reference Manual. TR-255. 11th Ed. Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A. (2015c). Water Rights Analysis Package (WRAP) Modeling System Users Manual. TR-256. 11th Ed. Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A. (2016). "Chapter 5 Reservoir System Management", Sustainable Water Management and Technologies, Volume I Sustainable Water Management, (D.H. Chen, Editor), Taylor & Francis/CRC Press.
  • Wurbs, R.A., & Hoffpauir, R.J. (2013). Environmental Flows in Water Availability Modeling. TR-440. Texas Water Resources Institute, College Station, Texas.
  • Wurbs, R.A., & Hoffpauir, R.J. (2015). Water Rights Analysis Package (WRAP) Daily Modeling System. TR-430. Texas Water Resources Institute, College Station, Texas.
There are 33 citations in total.

Details

Journal Section TURKISH JOURNAL OF WATER SCIENCES AND MANAGEMENT
Authors

Mustafa Demirel This is me

Ralph A. Wurbs This is me

Publication Date January 31, 2017
Published in Issue Year 2017

Cite

APA Demirel, M., & A. Wurbs, R. (2017). Assessment of Flood Control Capabilities for Alternative Reservoir Storage Allocations. Turkish Journal of Water Science and Management, 1(1), 108-137. https://doi.org/10.31807/tjwsm.297150