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Experimental and Simulation Studies on the Impact of Sluice Regulation on Water Quantity and Quality Processes

机译:水闸调节对水量和水质过程影响的实验与模拟研究

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摘要

Research on the impact of sluice regulation on water quantity and quality (WQQ) processes in regulated rivers is a fundamental requirement in basin management at present but remains a research puzzle at the basin scale because of insufficient monitoring data, irregular order of sluice or dam regulation, and numerous influencing factors in real-world river basins. This paper presents a laboratory experiment in a single reach as an artificial case study and develops a dynamic numerical model. Through analysis of the observed data and modeling, the river WQQ processes under sluice regulation are investigated and the interaction of WQQ and its regulation capacity downstream of a sluice is explored. Furthermore, a sensitivity analysis of model parameters is carried out and the model validity is tested on a prototype (real-world) scale. Results show that the WQQ variation downstream of a sluice has complicated nonlinear relationships with upstream flow, pollutant load into a river, and sluice regulation. The impact of sluice regulation on water quantity and thus, water quality, is inversely proportional to the relative opening of sluice and upstream flow, respectively. The WQQ results simulated by the numerical model in a real-world-scale system are reasonable, and the patterns are similar to experimental observation. Thus, the experiment and the numerical model will provide a potential approach to mimicking real reaches in a river system with dense sluices where the reaches between adjacent sluices are short and the change in sluice regulation is a dominant factor, such as in the Huai River basin of China. This study provides the foundation and reference for exploration of the mechanism of WQQ changes in regulated river systems and the technical support for the joint WQQ regulation of dams and sluices in complicated real river basins.
机译:研究调节河道对调节河流中水量和水质(WQQ)过程的影响是目前流域管理的基本要求,但由于监测数据不足,水闸次序不规则或大坝调节,流域规模仍是一个研究难题。 ,以及现实世界流域中的众多影响因素。本文提出了一个单方面的实验室实验作为人工案例研究,并建立了一个动态数值模型。通过对观测数据的分析和建模,研究了水闸调节下的河道WQQ过程,并探讨了WQQ及其在水闸下游的调节能力之间的相互作用。此外,对模型参数进行敏感性分析,并在原型(真实世界)规模上测试模型有效性。结果表明,水闸下游的WQQ变化与上游流量,河流污染物负荷和水闸调节具有复杂的非线性关系。水闸调节对水量和水质的影响分别与水闸的相对开度和上游流量成反比。数值模型在现实世界规模的系统中模拟的WQQ结果是合理的,并且模式类似于实验观察。因此,该实验和数值模型将为模拟具有密集水闸的河流系统中的实际河段提供一种潜在的方法,其中相邻水闸之间的河段很短,水闸调节的变化是主要因素,例如在淮河流域中国。该研究为探索受调节河流系统中WQQ变化的机理和为复杂的真实流域水坝和水闸联合WQQ调节提供技术支持提供了基础和参考。

著录项

  • 来源
    《Journal of hydrologic engineering》 |2012年第4期|p.467-477|共11页
  • 作者单位

    Key Laboratory of Water Cycle and Related land Surface Processes,Chinese Academy of Sciences, Beijing, 100101, China;

    Key Laboratory of Water Cycle and Related land Surface Processes, Chinese Academy of Sciences, Beijing, 100101, China State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan Univ., Wuhan, 430072, China;

    CSIRO Mathematics Informatics and Statistics, Leeuwin Centre, 65 Brockway Rd., Floreat Park, WA 6014, Australia;

    Key Laboratory of Water Cycle and Related Land Surface Processes,Chinese Academy of Sciences, Beijing, 100101, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    sluice regulation; water quantity and quality change; experimental analysis; numerical simulation;

    机译:水闸调节;水量和水质变化;实验分析数值模拟;

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