长江科学院院报 ›› 2005, Vol. 22 ›› Issue (2): 9-12.

• 江湖泥沙与治理 • 上一篇    下一篇

三峡水库运用后荆江典型河段冲淤变化计算分析

 董耀华, 卢金友, 范北林, 黄悦   

  1. 长江科学院 河流研究所,武汉430010
  • 出版日期:2005-04-01 发布日期:2012-03-05

Research on Variations of Typical Lower Jingjiang River Reach

 DONG  Yao-Hua, LU  Jin-You, FAN  Bei-Lin, HUANG  Yue   

  • Online:2005-04-01 Published:2012-03-05

摘要: 采用FLUVIAL-12模型,进行了三峡水库运用60a长 江下荆江藕池口至监利河段冲淤变化预测计算,并讨论了FLUVIAL-12模型的适用性。计算分析表明:三峡水库运用后,藕池口至监利河段呈现先微淤、后冲刷、冲刷平衡后再缓慢回淤的冲淤过程和规律,最大冲刷量7.1~11.2亿t,出现在水库运用55a左右;监利、调关、石首3站枯水流量5 000 m3/s时水位下降3.13~4.71 m,洪水流量30 000 m3/s时水位下降0.42~2.77 m。

Abstract: Based on the imported FLUVIAL-12 Model, The developing tendencies for the Ouchikou-Jianli reach of the typical Lower Jingjiang River in regard to river channel aggradation and degradation, cross - sections configuration and feature stages within 60 - year operation of the Three Gorges Project (TGP) have been predicted and analyzed by calculations. Results show that, within the 60-year TGP operation, the Ouchikou-Jianli reach will experience 4 sequent fluvial periods of subtle deposition, substantial degradation, transient equilibrium, and slow recovery, the maximum erosion amount is (7.1 - 11.2) 108t emerging around the fifty - fifth year, and the maximum stage lowering is 3.13-4.71 m under discharge 5 000 m3/s and 0.42-2.77 m under discharge 30 000 m3/s respectively.