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

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

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PDF(167 KB)
长江科学院院报 ›› 2005, Vol. 22 ›› Issue (2) : 9-12.
江湖泥沙与治理

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
作者信息 +

Research on Variations of Typical Lower Jingjiang River Reach

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

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董耀华, 卢金友, 范北林, 黄悦. 三峡水库运用后荆江典型河段冲淤变化计算分析[J]. 长江科学院院报. 2005, 22(2): 9-12
DONG Yao-Hua, LU Jin-You, FAN Bei-Lin, HUANG Yue. Research on Variations of Typical Lower Jingjiang River Reach[J]. Journal of Changjiang River Scientific Research Institute. 2005, 22(2): 9-12

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