{"title":"波动回水区流量与水位变化趋势分析","authors":"Guoshuai Zhang, Qi Chen, Yisen Wang, Zhijing Li, Yinjun Zhou, Zhongwu Jin","doi":"10.1111/jfr3.70096","DOIUrl":null,"url":null,"abstract":"<p>Under the operation of the large reservoir, the variation law of water level in the fluctuating backwater area is complex, which causes river protection engineering to lack a theoretical basis. The changing trend of daily water level in the fluctuating backwater area of the Three Gorges Reservoir (Cuntan hydrological station) was calculated, based on the relationship between daily discharge and water level, and the flow duration curve method. From 2002 to 2021, the daily water level processes had a distinct plateau stage after the flood season since 2008. The water level processes were composed of two parts, including the natural period (2002–2008) and the response period (2009–2021). The average daily discharge increased from 10214.93 m<sup>3</sup>/s to 10893.38 m<sup>3</sup>/s, and the average water level increased from 163.87 m to 169.03 m since 2008. The coefficient parameter of the relationship between daily discharge and water level decreased from 0.041 to 0.026, which indicates that the effect of daily discharge variation on the water level change was weakened. The maximum flood discharge and water depth increased by 29.82% and 27.21%, respectively, which led to a higher flood risk in the fluctuating backwater area. In this study, we proposed a novel approach to test trend change in the relationship between daily discharge and water level, which can be generalized to rivers influenced by human activities. Combining the trend test method and flow duration curve method, the characteristic daily discharge and water level can be calculated to guide engineering projects.</p>","PeriodicalId":49294,"journal":{"name":"Journal of Flood Risk Management","volume":"18 3","pages":""},"PeriodicalIF":3.0000,"publicationDate":"2025-08-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1111/jfr3.70096","citationCount":"0","resultStr":"{\"title\":\"Trend Analysis of Discharge and Water Level Changes in the Fluctuating Backwater Area\",\"authors\":\"Guoshuai Zhang, Qi Chen, Yisen Wang, Zhijing Li, Yinjun Zhou, Zhongwu Jin\",\"doi\":\"10.1111/jfr3.70096\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Under the operation of the large reservoir, the variation law of water level in the fluctuating backwater area is complex, which causes river protection engineering to lack a theoretical basis. The changing trend of daily water level in the fluctuating backwater area of the Three Gorges Reservoir (Cuntan hydrological station) was calculated, based on the relationship between daily discharge and water level, and the flow duration curve method. From 2002 to 2021, the daily water level processes had a distinct plateau stage after the flood season since 2008. The water level processes were composed of two parts, including the natural period (2002–2008) and the response period (2009–2021). The average daily discharge increased from 10214.93 m<sup>3</sup>/s to 10893.38 m<sup>3</sup>/s, and the average water level increased from 163.87 m to 169.03 m since 2008. The coefficient parameter of the relationship between daily discharge and water level decreased from 0.041 to 0.026, which indicates that the effect of daily discharge variation on the water level change was weakened. The maximum flood discharge and water depth increased by 29.82% and 27.21%, respectively, which led to a higher flood risk in the fluctuating backwater area. In this study, we proposed a novel approach to test trend change in the relationship between daily discharge and water level, which can be generalized to rivers influenced by human activities. Combining the trend test method and flow duration curve method, the characteristic daily discharge and water level can be calculated to guide engineering projects.</p>\",\"PeriodicalId\":49294,\"journal\":{\"name\":\"Journal of Flood Risk Management\",\"volume\":\"18 3\",\"pages\":\"\"},\"PeriodicalIF\":3.0000,\"publicationDate\":\"2025-08-21\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://onlinelibrary.wiley.com/doi/epdf/10.1111/jfr3.70096\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Flood Risk Management\",\"FirstCategoryId\":\"93\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1111/jfr3.70096\",\"RegionNum\":3,\"RegionCategory\":\"环境科学与生态学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENVIRONMENTAL SCIENCES\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Flood Risk Management","FirstCategoryId":"93","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1111/jfr3.70096","RegionNum":3,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENVIRONMENTAL SCIENCES","Score":null,"Total":0}
Trend Analysis of Discharge and Water Level Changes in the Fluctuating Backwater Area
Under the operation of the large reservoir, the variation law of water level in the fluctuating backwater area is complex, which causes river protection engineering to lack a theoretical basis. The changing trend of daily water level in the fluctuating backwater area of the Three Gorges Reservoir (Cuntan hydrological station) was calculated, based on the relationship between daily discharge and water level, and the flow duration curve method. From 2002 to 2021, the daily water level processes had a distinct plateau stage after the flood season since 2008. The water level processes were composed of two parts, including the natural period (2002–2008) and the response period (2009–2021). The average daily discharge increased from 10214.93 m3/s to 10893.38 m3/s, and the average water level increased from 163.87 m to 169.03 m since 2008. The coefficient parameter of the relationship between daily discharge and water level decreased from 0.041 to 0.026, which indicates that the effect of daily discharge variation on the water level change was weakened. The maximum flood discharge and water depth increased by 29.82% and 27.21%, respectively, which led to a higher flood risk in the fluctuating backwater area. In this study, we proposed a novel approach to test trend change in the relationship between daily discharge and water level, which can be generalized to rivers influenced by human activities. Combining the trend test method and flow duration curve method, the characteristic daily discharge and water level can be calculated to guide engineering projects.
期刊介绍:
Journal of Flood Risk Management provides an international platform for knowledge sharing in all areas related to flood risk. Its explicit aim is to disseminate ideas across the range of disciplines where flood related research is carried out and it provides content ranging from leading edge academic papers to applied content with the practitioner in mind.
Readers and authors come from a wide background and include hydrologists, meteorologists, geographers, geomorphologists, conservationists, civil engineers, social scientists, policy makers, insurers and practitioners. They share an interest in managing the complex interactions between the many skills and disciplines that underpin the management of flood risk across the world.