长江上游车亭碛水道小南海滩段河床演变规律*
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国家重点研发计划项目(2016YFC0402003,2016YFC0402004);重庆市科委自然科学基金计划资助项目(cstc2016jcyjA1935);重庆市教委自然科学基金计划资助项目(KJ1600514);重庆交通大学内河航道整治技术交通行业重点实验室开放基金重点项目(NHHD-201505)


River evolution law at Xiaonanhai beach land in Chetingqi waterway
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    摘要:

    车亭碛水道小南海滩为长江上游重点碍航河段,兼具浅险滩和急流滩的特点。选用多年实测资料研究该河段水沙特性以及岸线、深泓和典型断面等变化,分析小南海滩近几十年尤其三峡成库后演变规律。结果表明,小南海滩段平面形态稳定,但局部深槽位置受整治工程影响发生显著变化。三峡蓄水后,小南海滩段枯期处于回水变动区内。由于枯水小流量挟沙能力弱,且上游向家坝拦蓄大量泥沙,因而未发生明显淤积,其演变仍以整治工程措施为主要诱因。

    Abstract:

    Xiaonanhai beach land in Chetingqi waterway is the key navigation-obstructing channel due to its shallow,chaos and rapids flow.Based on recent investigation data,the flow-sediment property,variation of depth contour,thalweg and typical cross sections are studied.Results show that during recent decades,the plane form of Xiaonanhai beach land was steady,but local deep groove was significantly changed due to the remediation project.After the impoundment of the Three Gorges Reservoir,Xiaonanhai beach located at the fluctuating backwater area at the dry season.Since the small discharge at the dry season results in weak sediment-carrying capacity,and the upstream Xiangjiaba dam barriers a lot of sediment,siltation is unobvious,so its evolution is still induced mainly by remediation engineering measures.

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张春泽,周 勤,侯 极,等.长江上游车亭碛水道小南海滩段河床演变规律*[J].水运工程,2018(5):109-115.

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  • 在线发布日期: 2018-05-15
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