受洪水涨落影响水位流量关系延长方法探讨
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P332.2

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Discussion on extension method of water level discharge relationship affected by flood fluctuation
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    摘要:

    本文结合本站水位后移法和曼宁公式两种方法,以抚河李家渡站为例,探讨受洪水涨落测站如何开展水位~流量关系延长,得出以下结论:通过本站水位后移法试算,采用后移时段1.5h可实现李家渡高水绳套曲线单值化;利用曼宁公式延长单值化曲线,并通过水位后移反算,可实现受洪水涨落影响的水位~流量关系的延长;两种方法结合,可为受洪水涨落影响的测站开展巡测分析和测验成果检验提供借鉴。

    Abstract:

    Combined with the two methods of water level backward moving method and Manning formula,this paper takes Lijiadu station in Fuhe River as an example to discuss how to extend the water level discharge relationship in the flood fluctuation measuring station,and draws the following conclusions:1)through the trial calculation of water level backward moving method in this station,the backward moving period of 1.5h can realize the single value of Lijiadu high water rope jacket curve;2)Manning formula can extend the single valued curve and through the back calculation of water level backward moving,the extension of water level discharge relationship affected by flood fluctuation can be realized;3)the combination of the two methods can provide reference for patrol survey analysis and test results inspection of survey stations affected by flood fluctuation.

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葛 萃,欧阳千林.受洪水涨落影响水位流量关系延长方法探讨[J].江西水利科技,2023,(1):

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  • 在线发布日期: 2023-03-09
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