三峡工程坝下游河段控制节点演变及护底试验效果分析

牛兰花, 李云中, 杜林霞

长江科学院院报 ›› 2014, Vol. 31 ›› Issue (6) : 123-129.

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长江科学院院报 ›› 2014, Vol. 31 ›› Issue (6) : 123-129. DOI: 10.3969/j.issn.1001-5485.2014.06.0232014, 31(06):123-129
三峡工程运用10年后长江中游江湖演变与治理学术研讨会专栏

三峡工程坝下游河段控制节点演变及护底试验效果分析

  • 牛兰花, 李云中, 杜林霞
作者信息 +

Fluvial Process and Riverbed Protection at Key Points inthe Downstream River of the Three Gorges Project

  • NIU Lan-hua, LI Yun-zhong, DU Lin-xia
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摘要

为了解三峡工程坝下游河段控制节点演变的规律及护底试验效果, 针对宜昌枯水位的控制特点, 遴选出胭脂坝、南阳碛、芦家河浅滩等控制节点, 在原型观测资料的基础上分析了坝下游河段控制节点的演变趋势及其对宜昌枯水位的控制特性, 并对控制节点之一的胭脂坝节点护底保护试验工程进行了长期跟踪观测和分析研究, 认为采用抛石填槽、砼系结块软体排护底工程对河床防冲效果明显, 护底工程不仅很好地保护了河床, 同时对河段还有一定的加糙壅水作用, 从而在一定程度上抑制了宜昌枯水位的下降。

Abstract

In the present paper, we analyzed the fluvial process and the effect of riverbed protection of key points in the downstream of Three Gorges Project. In line with the characteristics of low water level at Yichang station, we selected Yanzhiba, Nanyangji and Lujiahe as the key points for controlling, and analyzed their fluvial processes as well as their impact on the water level at Yichang station based on prototype observation. Moreover, we carried out long-term monitoring on the effect of riverbed protection at Yanzhiba. Results reveal that measures including blocking deep groove by dumping stones and protection with geosynthetics mattress with concrete block has apparent effect of protection and anti-erosion for riverbed, and at the same time roughens the riverbed for backwater effect, which somehow restrains the water level decreasing at Yichang station.

关键词

坝下游河段 / 控制节点演变 / 水位下降 / 护底试验工程

Key words

river reach downstream of dam / fluvial process of key points / water-level decreasing / riverbed protection project

引用本文

导出引用
牛兰花, 李云中, 杜林霞. 三峡工程坝下游河段控制节点演变及护底试验效果分析[J]. 长江科学院院报. 2014, 31(6): 123-129 https://doi.org/10.3969/j.issn.1001-5485.2014.06.0232014, 31(06):123-129
NIU Lan-hua, LI Yun-zhong, DU Lin-xia. Fluvial Process and Riverbed Protection at Key Points inthe Downstream River of the Three Gorges Project[J]. Journal of Changjiang River Scientific Research Institute. 2014, 31(6): 123-129 https://doi.org/10.3969/j.issn.1001-5485.2014.06.0232014, 31(06):123-129
中图分类号: TV143   

参考文献

[1] 李云中.长江宜昌河段低水位变化研究[J].中国三峡建设, 2002, (5):12-14.(LI Yun-zhong. Variation of Low Water Level in Yichang Reach of the Yangtze River[J]. China Three Gorges Construction, 2002, (5):12-14. (in Chinese))
[2] 牛兰花, 李云中, 成金海, 等.葛洲坝下游胭脂坝河床护底工程效果分析[J].人民长江, 2012, (11):102-105. (NIU Lan-hua, LI Yun-zhong, CHENG Jin-hai, et al. Analysis on Impact of the Protection Project for Yangtze River Bed Downstream of Gezhouba Project[J]. Yangtze River, 2012, (11):102-105.(in Chinese))
[3] 牛兰花, 张小峰, 李云中.葛洲坝枢纽下游河床护底结构型式比选试验[J].武汉大学学报(工学版), 2008, (1):50-54. (NIU Lan-hua, ZHANG Xiao-feng, LI Yun-zhong, et al. Comparative Experiments of Protection Material for Yangtze River Bed Downstream of Gezhouba Project[J]. Engineering Journal of Wuhan University, 2008, (1): 50-54. (in Chinese))

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