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Effects of Coordinated Operation of Weirs and Reservoirs on the Water Quality of the Geum River

机译:堰蓄水库协调运行对锦江水质的影响

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Multifunctional weirs can be used to maintain water supply during dry seasons and to improve downstream water quality during drought conditions through discharge based on retained flux. Sixteen multifunctional weirs were recently constructed in four river systems as part of the Four Rivers Restoration Project. In this study, three multifunctional weirs in the Geum River Basin were investigated to analyze the environmental effects of multifunctional weir operation on downstream flow. To determine seasonal vulnerability to drought, the basin was evaluated using the Palmer Drought Severity Index (PDSI). Furthermore, the downstream flow regime and the effect on water quality improvement of a coordinated dam–multifunctional weir operation controlled by: (a) a rainfall–runoff model; (b) a reservoir optimization model; and (c) a water quality model, were examined. A runoff estimate at each major location in the Geum River Basin was performed using the water quality model, and examined variation in downstream water quality depending on the operational scenario of each irrigation facility such as dams and weirs. Although the water quality was improved by the coordinated operation of the dams and weirs, when the discharged water quality is poor, the downstream water quality is not improved. Therefore, it is necessary to first improve the discharged water quality on the lower Geum River. Improvement of the water quality of main stream in the Geum River is important, but water quality from tributaries should also be improved. By applying the estimated runoff data to the reservoir optimization model, these scenarios will be utilized as basic parameters for assessing the optimal operation of the river.
机译:多功能堰可用于在干旱季节维持供水,并在干旱条件下通过基于残留通量的排放来改善下游水质。作为四河修复工程的一部分,最近在四个河流系统中建造了16个多功能堰。在这项研究中,调查了锦江流域的三个多功能堰,以分析多功能堰对下游水流的环境影响。为了确定季节性干旱的脆弱性,使用Palmer干旱严重性指数(PDSI)对流域进行了评估。此外,由以下因素控制的大坝-多功能堰的协调运行的下游水流形式及其对水质改善的影响:(a)降雨-径流模型; (b)储层优化模型; (c)水质模型。使用水质模型对锦江河流域的每个主要地点进行了径流估算,并根据每个灌溉设施(如大坝和堰)的运行情况检查了下游水质的变化。尽管通过水坝和堰的协调操作改善了水质,但是当排出的水质较差时,下游水质并未得到改善。因此,有必要首先改善下游锦江的排水水质。改善锦江干流的水质固然重要,但也应改善支流的水质。通过将估算的径流数据应用于水库优化模型,这些情景将被用作评估河流最佳运营的基本参数。

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