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露天矿坑改造抽水蓄能输水发电系统布置研究OA

Layout of Water Conveyance and Power Generation System for Pumped-storage Power Station Renovated from Open-Pit Mine

中文摘要英文摘要

废弃露天矿坑改造抽水蓄能电站面临采空区分布复杂、软岩分布、无调压室布置条件等特殊挑战.本文以阜新海州露天矿工程为例,提出了一种适用于软岩地区矿坑改造的输水发电系统布置方案.该方案采用"竖井+平洞"组合的立面布置精准绕避采空区;采用半地下厂房规避大型地下洞室风险;借鉴已有工程经验,事故闸门与进/出水口集成布置,取消独立闸门井;在无调压室布置条件下通过管径优化将水流惯性时间常数控制在规范允许范围内.结果表明:该方案成功绕避了-170~-200 m 埋深的采空区集中分布带,Tw=1.91 s、Tws=1.72 s 满足规范要求,水头损失仅占额定水头的 1.32%.

The renovation of abandoned open-pit mines into pumped-storage power stations faces specific challenges including complex mined-out area distribution,soft rock conditions,and the absence of surge chamber arrangement conditions.Taking the Fuxin Haizhou Open-Pit Mine Project as an example,this paper proposes a layout scheme for the water conveyance and power generation system applicable to mine renovation in soft rock areas.The scheme adopts a single vertical shaft layout to precisely avoid mined-out areas,employs a semi-underground powerhouse to circumvent risks of large underground caverns,integrates emergency gates with intake/outlet structures based on existing experiences to eliminate independent gate shafts,and under the condition without surge chambers,controls the water inertia time constant within the allowable range through pipe diameter optimization.Results indicate that the scheme successfully avoids the mined-out area concentration zone at depths of-170 m to-200 m,with Tw=1.91 s and Tws=1.72 s meeting code requirements,and the head loss accounts for only 1.32%of the rated head.

任天卫;李冰;蒋逵超;张吉良;邢钰;丁晴晴

中国电建集团北京勘测设计研究院有限公司,北京 100024中国电建集团北京勘测设计研究院有限公司,北京 100024中国电建集团北京勘测设计研究院有限公司,北京 100024中国电建集团北京勘测设计研究院有限公司,北京 100024中国电建集团北京勘测设计研究院有限公司,北京 100024中国电建集团北京勘测设计研究院有限公司,北京 100024

建筑与水利

露天煤矿抽水蓄能电站采空区输水发电系统竖井布置软岩地区

open-pit coal minepumped-storage power stationmined-out areawater conveyance and power generation systemshaft layoutsoft rock area

《水力发电》 2026 (10)

38-43,6

中国电力建设股份有限公司科技项目(DJ-ZDXM-2022-03)

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