Technical Papers
Mar 14, 2020

Optimization of Operation Strategies for an Interbasin Water Diversion System Using an Aggregation Model and Improved NSGA-II Algorithm

Publication: Journal of Irrigation and Drainage Engineering
Volume 146, Issue 5

Abstract

To maximize the benefits of an interbasin water diversion system (IBWD), an aggregation model and improved NSGA-II algorithm were constructed to establish operation strategies for water diversion and water supply. An aggregation model was constructed to aggregate multiple reservoirs into an equivalent reservoir which made the operation strategies for water diversion and supply easy to define. Then an improved nondominated sorting genetic algorithm II (NSGA-II) algorithm was developed by considering variables’ sensitivity to improve its search efficiency. Finally, the IBWD subsystem for water supply in China’s Shenzhen city was taken as a case study, and its operation strategies for different water supply scenarios were optimized by the improved algorithm. Simulation results demonstrated that the equivalent reservoir is an effective method to reduce the complexity of operational strategies, and improved NSGA-II algorithm has a higher search efficiency.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code used during the study were provided by a third party (Xili Reservoir Authority and Shenzhen Water Planning & Design Institute) and may be provided only with restrictions (e.g., project scale, engineering structure, and partial water demand information).

Acknowledgments

This research is supported by the National Natural Science Foundation of China (Grant Nos. 51609025, 91547111, and 51709108), Open Fund Approval (SKHL1713, 2017), the Chongqing Technology Innovation and Application Demonstration Project (cstc2018jscx-msybX0274 and cstc2016shmszx30002), Xili Reservoir Authority, and Shenzhen Water Planning & Sesign Institute.

References

Ahmadi Najl, A., A. Haghighi, and H. Vali Samani. 2016. “Simultaneous optimization of operating rules and rule curves for multireservoir systems using a self-adaptive simulation-GA model.” J. Water Resour. Plann. Manage. 142 (10): 04016041. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000688.
Chu, J., Y. Peng, W. Ding, and Y. Li. 2015. “A heuristic dynamically dimensioned search with sensitivity information (HDDS-S) and application to river basin management.” Water 7 (12): 2214–2238. https://doi.org/10.3390/w7052214.
Deb, K., A. Pratap, S. Agarwal, and T. A. M. T. Meyarivan. 2002. “A fast and elitist multiobjective genetic algorithm: NSGA-II.” IEEE Trans. Evol. Comput. 6 (2): 182–197. https://doi.org/10.1109/4235.996017.
Guo, X., T. Hu, C. Wu, T. Zhang, and Y. Lv. 2013. “Multi-objective optimization of the proposed multi-reservoir operating policy using improved NSPSO.” Water Resour. Manage. 27 (7): 2137–2153. https://doi.org/10.1007/s11269-013-0280-9.
Koutsoyiannis, D. 2011. “Scale of water resources development and sustainability: Small is beautiful, large is great.” Hydrolog. Sci. J. 56 (4): 553–575. https://doi.org/10.1080/02626667.2011.579076.
Lerma, N., J. Paredes-Arquiola, J. Andreu, A. Solera, and G. Sechi. 2015. “Assessment of evolutionary algorithms for optimal operating rules design in real water resource systems.” Environ. Modell. Software 69 (Jul): 425–436. https://doi.org/10.1016/j.envsoft.2014.09.024.
Liu, P., S. Guo, X. Xu, and J. Chen. 2011a. “Derivation of aggregation-based joint operating rule curves for cascade hydropower reservoirs.” Water Resour. Manage. 25 (13): 3177–3200. https://doi.org/10.1007/s11269-011-9851-9.
Liu, X., S. Guo, P. Liu, L. Chen, and X. Li. 2011b. “Deriving optimal refill rules for multi-purpose reservoir operation.” Water Resour. Manage. 25 (2): 431–448. https://doi.org/10.1007/s11269-010-9707-8.
Ming, B., P. Liu, J. Chang, Y. Wang, and Q. Huang. 2017. “Deriving operating rules of pumped water storage using multiobjective optimization: Case study of the Han to Wei interbasin water transfer project, China.” J. Water Resour. Plann. Manage. 143 (10): 05017012. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000828.
Mujumdar, P., and B. Nirmala. 2007. “A bayesian stochastic optimization model for a multi-reservoir hydropower system.” Water Resour. Manage. 21 (9): 1465–1485. https://doi.org/10.1007/s11269-006-9094-3.
Ostadrahimi, L., M. Mariño, and A. Afshar. 2012. “Multi-reservoir operation rules: Multi-swarm PSO-based optimization approach.” Water Resour. Manage. 26 (2): 407–427. https://doi.org/10.1007/s11269-011-9924-9.
Palanikumar, K., B. Latha, V. Senthilkumar, and R. Karthikeyan. 2009. “Multiple performance optimization in machining of GFRP composites by a PCD tool using non-dominated sorting genetic algorithm (NSGA-II).” Met. Mater. Int. 15 (2): 249–258. https://doi.org/10.1007/s12540-009-0249-7.
Peng, A., Y. Peng, H. Zhou, and C. Zhang. 2014. “Multi-reservoir joint operating rule in inter-basin water transfer-supply project.” Sci. China-Technol. Sci. 58 (1): 123–137. https://doi.org/10.1007/s11431-014-5641-y.
Peng, Y., J. Chu, A. Peng, and H. Zhou. 2015. “Optimization operation model coupled with improving water-transfer rules and hedging rules for inter-basin water transfer-supply systems.” Water Resour. Manage. 29 (10): 3787–3806. https://doi.org/10.1007/s11269-015-1029-4.
Peng, Y., A. Peng, X. Zhang, H. Zhou, L. Zhang, W. Wang, and Z. Zhang. 2017. “Multi-core parallel particle swarm optimization for the operation of inter-basin water transfer-supply systems.” Water Resour. Manage. 31 (1): 27–41. https://doi.org/10.1007/s11269-016-1506-4.
Shumilova, O., K. Tockner, M. Thieme, A. Koska, and C. Zarfl. 2018. “Global water transfer megaprojects: A potential solution for the water-food-energy nexus?” Front. Environ. Sci. 6 (Dec): 150. https://doi.org/10.3389/fenvs.2018.00150.
Sun, X., C. Ma, and J. Lian. 2018. “Optimal operation of danjiangkou reservoir using improved hedging model and considering the effects of historical decisions.” J. Water Resour. Plann. Manage. 144 (1): 04017080. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000868.
Tan, Q., X. Wang, H. Wang, C. Wang, X. Lei, Y. Xiong, and W. Zhang. 2017. “Derivation of optimal joint operating rules for multi-purpose multi-reservoir water-supply system.” J. Hydrol. 551 (Aug): 253–264. https://doi.org/10.1016/j.jhydrol.2017.06.009.
Tolson, B. A., and C. A. Shoemaker. 2007. “Dynamically dimensioned search algorithm for computationally efficient watershed model calibration.” Water Resour. Res. 43 (1): W01413. https://doi.org/10.1029/2005WR004723.
Turgeon, A. 1980. “Optimal operation of multireservoir power systems with stochastic inflows.” Water Resour. Res. 16 (2): 275–283. https://doi.org/10.1029/WR016i002p00275.
Turgeon, A., and R. Charbonneau. 1998. “An aggregation-disaggregation approach to long-term reservoir management.” Water Resour. Res. 34 (12): 3585–3594. https://doi.org/10.1029/98WR02608.
Tyralis, H., T. Aristoteles, A. Delichatsiou, N. Mamassis, and D. Koutsoyiannis. 2017. “A perpetually interrupted interbasin water transfer as a modern Greek drama: Assessing the Acheloos to Pinios interbasin water transfer in the context of integrated water resources management.” Open Water J. 4 (1): 11.
Wan, F., W. Yuan, and J. Zhou. 2017. “Derivation of tri-level programming model for multi-reservoir optimal operation in inter-basin transfer-diversion-supply project.” Water Resour. Manage. 31 (1): 479–494. https://doi.org/10.1007/s11269-016-1540-2.
Xu, W., Y. Peng, and B. Wang. 2013. “Evaluation of optimization operation models for cascaded hydropower reservoirs to utilize medium range forecasting inflow.” Sci. China-Technol. Sci. 56 (10): 2540–2552. https://doi.org/10.1007/s11431-013-5346-7.
Xu, W., C. Zhang, Y. Peng, G. Fu, and H. Zhou. 2014. “A two stage Bayesian stochastic optimization model for cascaded hydropower systems considering varying uncertainty of flow forecasts.” Water Resour. Res. 50 (12): 9267–9286. https://doi.org/10.1002/2013WR015181.
Yin, X. A., and Z. F. Yang. 2011. “Development of a coupled reservoir operation and water diversion model: Balancing human and environmental flow requirements.” Ecol. Model. 222 (2): 224–231. https://doi.org/10.1016/j.ecolmodel.2010.06.025.
Zeng, X., T. Hu, X. Guo, and X. Li. 2014. “Water transfer triggering mechanism for multi-reservoir operation in inter-basin water transfer-supply project.” Water Resour. Manage. 28 (5): 1293–1308. https://doi.org/10.1007/s11269-014-0541-2.
Zhang, C., Y. Li, J. Chu, G. Fu, R. Tang, and W. Qi. 2017a. “Use of many-objective visual analytics to analyze water supply objective trade-offs with water transfer.” J. Water Resour. Plann. Manage. 143 (8): 05017006. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000800.
Zhang, C., B. Xu, Y. Li, and G. Fu. 2017b. “Exploring the relationships among reliability, resilience, and vulnerability of water supply using many-objective analysis.” J. Water Resour. Plann. Manage. 143 (8): 04017044. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000787.
Zhang, J., Z. Li, X. Wang, X. Lei, P. Liu, M. Feng, S. Khu, and H. Wang. 2019a. “A novel method for deriving reservoir operating rules based on flood classification-aggregation-decomposition.” J. Hydrol. 568 (Jan): 722–734. https://doi.org/10.1016/j.jhydrol.2018.10.032.
Zhang, X., Y. Peng, W. Xu, and B. Wang. 2019b. “An optimal operation model for hydropower stations considering inflow forecasts with different lead-times.” Water Resour. Manage. 33 (1): 173–188. https://doi.org/10.1007/s11269-018-2095-1.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 146Issue 5May 2020

History

Received: Apr 17, 2019
Accepted: Nov 12, 2019
Published online: Mar 14, 2020
Published in print: May 1, 2020
Discussion open until: Aug 14, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, College of River and Ocean Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China; Associate Professor, National Engineering Research Center for Inland Waterway Regulation, Chongqing Jiaotong Univ., Chongqing 400074, China; Researcher, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Sichuan 610065, China (corresponding author). ORCID: https://orcid.org/0000-0002-2226-4096. Email: [email protected]
Postgraduate, College of River and Ocean Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. ORCID: https://orcid.org/0000-0003-3835-443X. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share