Optimization Operation Model Coupled with Improving Water-Transfer Rules and Hedging Rules for Inter-Basin Water Transfer-Supply Systems

被引:1
作者
Yong Peng
Jinggang Chu
Anbang Peng
Huicheng Zhou
机构
[1] Dalian University of Technology,School of Hydraulic Engineering
[2] Nanjing Hydraulic Research Institute,State Key Laboratory of Hydrology
来源
Water Resources Management | 2015年 / 29卷
关键词
Inter-basin water transfer; Multi-reservoir operation; Improving water-transfer rule; Hedging rule; Parallel PSO algorithm;
D O I
暂无
中图分类号
学科分类号
摘要
Due to the great complexity and the nonlinear and dynamic characteristics of joint optimization operations in inter-basin water transfer-supply systems (IBWTS), rational operating rules (water-transfer rules and hedging rules) are essential in water resources management at the planning stage. Currently, the water-transfer rules in optimization operation model are not reasonable as there is only one water-transfer rule curves for each recipient reservoir, so that they cannot reflect the refined water transfer especially when there is a small water shortage. Therefore, the purpose of this study is mainly to develop new water-transfer rules to improve the effectiveness of water transfer. That is, upper-and-lower water-transfer rule curves for each recipient reservoir and one water-transfer rule curve for one donor reservoir are developed to make water-transfer decisions. In the proposed rule, water transfer involves a combined decision-making process in consideration of water storages of both the recipient and donor reservoirs. Most importantly, when there is less water shortage in recipient reservoirs, the actual transferred water is no more than the water flow interpolated within the designed delivery capacity instead of only the designed delivery capacity in other existing rules. Because it is an interactive process of water transfer and water supply in the IBWTS operations, operation models coupled with the improving water-transfer rules and hedging rules are established for solving the operation problems. Finally, a North-line IBWTS located in Liaoning Province in China is employed as a case study. And a coarse-grained parallel PSO algorithm with a simulation model is employed for effectively deriving the operating rule curves (water-transfer and hedging rule curves). The operation results show that the proposed rule-based operation model are reasonable and can significantly reduce water transfer with less influence on the water-supply capability than other existing operating rules.
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页码:3787 / 3806
页数:19
相关论文
共 89 条
[1]  
Afshar MH(2013)Extension of the constrained particle swarm optimization algorithm to optimal operation of multi-reservoirs system Elect Power Energy Syst 51 71-81
[2]  
Bower BT(1966)Operating procedures: their role in the design of water-resource systems by simulation analyses Des Water-Resour Syst 21 443-458
[3]  
Hufschmidt MM(2005)A parallel particle swarm optimization algorithm with communication strategies J Inf Sci Eng 21 809-818
[4]  
Reedy WW(2003)Real coded genetic algorithm optimization of long term reservoir operation J Am Water Resour Assoc 39 1157-1165
[5]  
Chang JF(1956)Impounding reservoirs Am Water Works Assoc 48 349-354
[6]  
Chu SC(2012)Bilevel model for multi-reservoir operating policy in inter-basin water transfer-supply project J Hydrol 424 252-263
[7]  
Roddick JF(2010)Improved particle swarm algorithm for hydrological parameter optimization Appl Math Comput 217 3207-3215
[8]  
Pan JS(2007)Multipurpose reservoir operation using particle swarm optimization Water Resour Plann Manag 133 192-201
[9]  
Chen L(2004)Optimal operation of multi-reservoir systems: state-of-the-art review J Water Resour Plan Manag 130 93-111
[10]  
Clark EJ(2013)Assessing and modeling impacts of different inter-basin water transfer routes on Lake Taihu and the Yangtze River, China Ecol Eng 60 399-413