4.6 Article

Severe flood probability on the middle Changjiang (Yangtze River) after completion of the Three Gorges Dam

期刊

FRONTIERS IN EARTH SCIENCE
卷 10, 期 -, 页码 -

出版社

FRONTIERS MEDIA SA
DOI: 10.3389/feart.2022.1006004

关键词

River-lake system; Yangtze River; flood; water safety; Dam impact; ENSO (El Nino; southern oscillation); Three Gorges Dam

资金

  1. National Natural Science Foundation of China
  2. [42171012]

向作者/读者索取更多资源

The Three Gorges Dam is built mainly for flood control, reducing peak discharge in the upper basin. However, it does not have the ability to prevent severe floods caused by abnormally high rainfall throughout the Changjiang basin. The dam also has no impact on the large tributaries in the middle Changjiang, and the decreasing volume of Poyang and Dongting Lakes further affects the interaction between the Changjiang River and the lakes.
A major justification for building the Three Gorges Dam on the Changjiang is flood control. The dam can reduce peak discharge during severe floods. These floods, however, cannot be prevented by operation of the Three Gorges Dam alone. During the most severe floods abnormally high rainfall occurs throughout the Changjiang basin. The Three Gorges Dam can only affect discharge from the upper basin. Large tributaries on the middle Changjiang are unaffected by the dam. The cumulative impact of high discharge from large tributaries on the middle Changjiang increase flood severity with distance downstream. Also, Changjiang-lake interaction is affected by decreasing volume of Poyang and Dongting Lakes that occurred during the past few decades. These are the largest freshwater lakes in China. As a result of reduced floodwater storage capacity during summer high discharge periods, tributaries flow into the lakes with a higher base level than previously occurred. Instead of Changjiang back flowing into the lakes as previously expected during major floods, high Changjiang discharge occurs at the same time as high tributary discharge that increases peak river stage.

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