{"title":"跨流域调水节理SWAT模型与NSGA-II相结合后水库群调度多目标优化","authors":"Ruimin Liu , Yue Liu , Lijun Jiao , Linfang Wang","doi":"10.1016/j.jhydrol.2025.133431","DOIUrl":null,"url":null,"abstract":"<div><div>Inter-basin water transfer (IBWT) projects were widely proposed to solve regional water resource shortages. However, the impact of reservoir group management measures after IBWT on the economy and ecology is often overlooked. In this study, the cyclic coupling of the soil and water assessment tool (SWAT) and the second generation of the Non-dominated Sorting Genetic Algorithm (NSGA-II) was realized. Performance analysis of NSGA-II showed that the best-fit parameters of population size, generations, mutation, and crossover were 100, 50, 0.1, and 0.8, respectively. Based on the coupling model, the optimization of three objectives about economy, resources, and environment and the relationship between discharge flow and objectives were analyzed in the Fenhe River Basin. Optimization results showed IBWT project made power generation increase by 88.8%, water shortage decrease by 19%, and water quality improve by 15.43%. There was a non-linear competitive relationship between F2, representing the benefits of water supply, and F1, representing the benefits of hydropower generation, as well as between F2 and F3, representing the benefits of water quality. In this non-linear competitive relationship, the benefits of F1 and F3 brought by unit F2 were reduced to 1/57 and 1/75 of the original respectively. The points that marginal cost of F2 equals marginal benefits of F1 and F3 were served as reference points to balance the benefit among objectives and calculate the optimal total benefit point (1378, 36.49, 36.63) of the three objectives. The driving effects of different objectives on the discharge flow curve were different through the analysis of reservoirs discharge typical plans. The reservoir discharge plan for the best benefit of F3 (F3B) had maximum annual average discharge flow and proportion of discharge flow during flood season to dilute pollutants in the river channel. Meanwhile, the plan for the best benefit of F2 (F2B) had minimum discharge flow to reduce the water resources overflow. Besides, there is a complementary situation in time of different reservoirs discharge flow. These results could provide effective guidance for water resources management after implementing IBWT projects.</div></div>","PeriodicalId":362,"journal":{"name":"Journal of Hydrology","volume":"660 ","pages":"Article 133431"},"PeriodicalIF":5.9000,"publicationDate":"2025-05-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Multi-objective optimization of reservoir group operation after Inter‑basin water transfer jointing SWAT model and NSGA-II\",\"authors\":\"Ruimin Liu , Yue Liu , Lijun Jiao , Linfang Wang\",\"doi\":\"10.1016/j.jhydrol.2025.133431\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Inter-basin water transfer (IBWT) projects were widely proposed to solve regional water resource shortages. However, the impact of reservoir group management measures after IBWT on the economy and ecology is often overlooked. In this study, the cyclic coupling of the soil and water assessment tool (SWAT) and the second generation of the Non-dominated Sorting Genetic Algorithm (NSGA-II) was realized. Performance analysis of NSGA-II showed that the best-fit parameters of population size, generations, mutation, and crossover were 100, 50, 0.1, and 0.8, respectively. Based on the coupling model, the optimization of three objectives about economy, resources, and environment and the relationship between discharge flow and objectives were analyzed in the Fenhe River Basin. Optimization results showed IBWT project made power generation increase by 88.8%, water shortage decrease by 19%, and water quality improve by 15.43%. There was a non-linear competitive relationship between F2, representing the benefits of water supply, and F1, representing the benefits of hydropower generation, as well as between F2 and F3, representing the benefits of water quality. In this non-linear competitive relationship, the benefits of F1 and F3 brought by unit F2 were reduced to 1/57 and 1/75 of the original respectively. The points that marginal cost of F2 equals marginal benefits of F1 and F3 were served as reference points to balance the benefit among objectives and calculate the optimal total benefit point (1378, 36.49, 36.63) of the three objectives. The driving effects of different objectives on the discharge flow curve were different through the analysis of reservoirs discharge typical plans. The reservoir discharge plan for the best benefit of F3 (F3B) had maximum annual average discharge flow and proportion of discharge flow during flood season to dilute pollutants in the river channel. Meanwhile, the plan for the best benefit of F2 (F2B) had minimum discharge flow to reduce the water resources overflow. Besides, there is a complementary situation in time of different reservoirs discharge flow. These results could provide effective guidance for water resources management after implementing IBWT projects.</div></div>\",\"PeriodicalId\":362,\"journal\":{\"name\":\"Journal of Hydrology\",\"volume\":\"660 \",\"pages\":\"Article 133431\"},\"PeriodicalIF\":5.9000,\"publicationDate\":\"2025-05-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Hydrology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0022169425007693\",\"RegionNum\":1,\"RegionCategory\":\"地球科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Hydrology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0022169425007693","RegionNum":1,"RegionCategory":"地球科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Multi-objective optimization of reservoir group operation after Inter‑basin water transfer jointing SWAT model and NSGA-II
Inter-basin water transfer (IBWT) projects were widely proposed to solve regional water resource shortages. However, the impact of reservoir group management measures after IBWT on the economy and ecology is often overlooked. In this study, the cyclic coupling of the soil and water assessment tool (SWAT) and the second generation of the Non-dominated Sorting Genetic Algorithm (NSGA-II) was realized. Performance analysis of NSGA-II showed that the best-fit parameters of population size, generations, mutation, and crossover were 100, 50, 0.1, and 0.8, respectively. Based on the coupling model, the optimization of three objectives about economy, resources, and environment and the relationship between discharge flow and objectives were analyzed in the Fenhe River Basin. Optimization results showed IBWT project made power generation increase by 88.8%, water shortage decrease by 19%, and water quality improve by 15.43%. There was a non-linear competitive relationship between F2, representing the benefits of water supply, and F1, representing the benefits of hydropower generation, as well as between F2 and F3, representing the benefits of water quality. In this non-linear competitive relationship, the benefits of F1 and F3 brought by unit F2 were reduced to 1/57 and 1/75 of the original respectively. The points that marginal cost of F2 equals marginal benefits of F1 and F3 were served as reference points to balance the benefit among objectives and calculate the optimal total benefit point (1378, 36.49, 36.63) of the three objectives. The driving effects of different objectives on the discharge flow curve were different through the analysis of reservoirs discharge typical plans. The reservoir discharge plan for the best benefit of F3 (F3B) had maximum annual average discharge flow and proportion of discharge flow during flood season to dilute pollutants in the river channel. Meanwhile, the plan for the best benefit of F2 (F2B) had minimum discharge flow to reduce the water resources overflow. Besides, there is a complementary situation in time of different reservoirs discharge flow. These results could provide effective guidance for water resources management after implementing IBWT projects.
期刊介绍:
The Journal of Hydrology publishes original research papers and comprehensive reviews in all the subfields of the hydrological sciences including water based management and policy issues that impact on economics and society. These comprise, but are not limited to the physical, chemical, biogeochemical, stochastic and systems aspects of surface and groundwater hydrology, hydrometeorology and hydrogeology. Relevant topics incorporating the insights and methodologies of disciplines such as climatology, water resource systems, hydraulics, agrohydrology, geomorphology, soil science, instrumentation and remote sensing, civil and environmental engineering are included. Social science perspectives on hydrological problems such as resource and ecological economics, environmental sociology, psychology and behavioural science, management and policy analysis are also invited. Multi-and interdisciplinary analyses of hydrological problems are within scope. The science published in the Journal of Hydrology is relevant to catchment scales rather than exclusively to a local scale or site.