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首页> 外文期刊>Journal of Water Resources Planning and Management >Short-Term Hydro Scheduling Considering Multiple Units Sharing a Common Tunnel and Crossing Vibration Zones Constraints
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Short-Term Hydro Scheduling Considering Multiple Units Sharing a Common Tunnel and Crossing Vibration Zones Constraints

机译:考虑多个单位共享共同隧道和交叉振动区域约束的短期水电调度

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摘要

For low construction cost, the hydropower plant with multiple units sharing a common tunnel (HPMUST) has been widely used, which plays an essential role in the short-term scheduling of power systems worldwide. Thus, accurately solving short-term scheduling of HPMUST is important. Because water head loss of a tunnel is related to the discharge of multiple units, the existing methods noted in the literature tend to decompose this problem to find a near-optimal solution, instead of solving it integrally. With increasing requirements of short-term scheduling, this solution cannot meet practical operation requirements, and it becomes imperative to obtain high quality solutions by solving the original problem. For this purpose, this paper develops a mixed integer linear programming (MILP) model for short-term scheduling of HPMUST and proposes a gross water head-based iterative methodology to directly solve it. The MILP model takes account of not only head variations, common tunnel water head loss of multiple units, and water consumption during startup and shutdown of units, but also water consumption of crossing the vibration zone. Moreover, the paper proposes a novel generic linear programming formulation to model crossing the vibration zone, which can achieve a remarkable decline in number of times of crossing the vibration zone. The numerical results show that, compared with the average output model (AOM) and the real operation, the developed model and solution method can efficiently reduce water consumption of power generation within an acceptable time and meet practical operation requirements.
机译:对于低建设成本,有多个单位共享共同隧道(HPMUST)的水电站已被广泛使用,这在全球电力系统的短期调度中起着重要作用。因此,准确地解决HPMUST的短期调度是重要的。由于隧道的水头损失与多个单元的放电有关,所以文献中所述的现有方法倾向于将该问题分解以找到近最优的解决方案,而不是整体解决它。随着短期调度要求的增加,该解决方案不能满足实际运行要求,并通过解决原始问题来获得高质量解决方案。为此目的,本文开发了一种混合整数线性编程(MILP)模型,用于促进议员的短期调度,并提出了一种直接解决它的总水头迭代方法。 MILP模型不仅考虑了多个单位的头部变化,常见的隧道水头损失,以及在启动和关闭期间的耗水量,而且还有振动区的耗水量。此外,本文提出了一种新的通用线性规划配方,以模拟振动区的模型,这可以在穿过振动区的次数中实现显着下降。数值结果表明,与平均输出模型(AOM)和实际操作相比,开发的模型和解决方案方法可以有效地降低可接受的时间内发电的水消耗,并满足实际操作要求。

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  • 来源
    《Journal of Water Resources Planning and Management》 |2021年第10期|04021063.1-04021063.11|共11页
  • 作者单位

    Dalian Univ Technol Inst Hydropower & Hydroinformat Dalian 116024 Peoples R China;

    Dalian Univ Technol Inst Hydropower & Hydroinformat Dalian 116024 Peoples R China;

    Dalian Univ Technol Inst Hydropower & Hydroinformat Dalian 116024 Peoples R China;

    Dalian Univ Technol Inst Hydropower & Hydroinformat Dalian 116024 Peoples R China;

    Dalian Univ Technol Inst Hydropower & Hydroinformat Dalian 116024 Peoples R China;

    Guizhou Power Grid Co Ltd Power Dispatching Control Ctr 251 Jiefang Rd Guiyang 550007 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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