枢纽下游航道整治设计最小通航流量研究
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Research on design minimum navigable discharge for channel regulation of downstream of junction
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    摘要:

    为保障枢纽下游航道整治效果,使其达到规划航道等级标准,以岷江龙溪口—宜宾81 km航道整治工程为例,分析上游枢纽联合调度可能达到的设计流量,采用平面二维水流模型研究不同设计流量下达到的航道尺度。结果表明,远期通过岷江上游干支流水库联合调度,枯期(11月—次年4月)平均流量可增加至1 757 m3s。当上游日均来流量大于900 m3s的情况下,通过龙溪口枢纽的反调节作用,基本可保证龙溪口下泄基流在900 m3s以上。流量为900 m3s时,岷江下段各滩段航深得到有效改善,满足Ⅲ级航道2.4 m的航深要求。因此,岷江龙溪口—宜宾81 km航道整治设计最小通航流量应为900 m3/s

    Abstract:

    In order to guarantee the regulation effect of the downstream channel of the junction and make it reach the standard of planned channel grade,we take Longxikou in the Minjiang River to Yibin 81km channel regulation project as an example,analyze the possible design discharge of upstream junction operation,and study the channel scale under different design discharge by plane two-dimensional flow model. The results show that in the future,the average discharge in dry season (November to next year April) can be increased to 1 757 m3s through the junction operation of the main and tributary reservoirs in the upper reaches of the Minjiang River. When the upstream daily average discharge is more than 900 m3s,the downstream discharge of Longxikou can be more than 900 m3s by reverse regulation. When the discharge is 900 m3s,the navigation depth of the lower reach of the Minjiang River can satisfy the requirements of 2.4 m navigation depth of class III channel. For these reasons,the design minimum navigable discharge of Longxikou in the Minjiang River to Yibin 81km channel should be 900 m3/s.

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吴文凤,李家世,刘晓帆.枢纽下游航道整治设计最小通航流量研究[J].水运工程,2020(10):133-137.

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  • 在线发布日期: 2020-10-10
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