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Home > Urban and Rural Studies > 2024 No.15 > 基于 MIKE11 模型的花凉亭灌区总干渠泄洪闸规模分析

  • 基于 MIKE11 模型的花凉亭灌区总干渠泄洪闸规模分析

    Author(s)：

    袁媛

    Publication Title：

    Urban and Rural Studies 2024 No.15

    Affiliations：

    安徽省水利水电勘测设计研究总院股份有限公司

    Abstract：

    花凉亭灌区位于安庆市江淮丘陵区，灌区内总干渠、四条干渠沿等高线布置，上游坡面来水直接汇入渠经渠道调蓄后由泄洪闸下泄至泄洪河道，灌区现状泄洪体系基本成型，但仍存在防洪标准偏低、泄洪闸规模不足等问题。为保障灌区输水安全、促进灌区高质量发展，以花凉亭总干渠为例，建立了MIKE11一维水动力学模型，计算了总干渠在不同控制运行方案下的分段泄洪过程，通过对不同泄洪闸规模下最高洪水位对比分析确定了总干渠控制运行方式及泄洪闸规模，为灌区防洪调度及方案设计提供依据。

    Keywords：

    MIKE11；一维水动力模型；泄洪闸；大型灌区

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    [1] 袁媛.基于 MIKE11 模型的花凉亭灌区总干渠泄洪闸规模分析[J].Urban and Rural Studies,2024(15),.

城镇建设
Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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