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Hydrodynamic and Water Quality Modeling for Gate Operation: A Case Study for the Seonakdong River Basin in Korea

机译:闸门运行的水动力和水质模拟-以韩国仙岳洞流域为例

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The Seonakdong River is an impound stream whose flowrate is controlled by the Daejeo and Noksan gates. Therefore, constant natural flow of the Seonakdong River does not occur. In contrast, pollutant loadings occur constantly occurring as water flows into the river from the watershed. The Daejeo gate is located at the upstream head and the Noksan gate is at the downstream end of the Seonakdong River. The Seonakdong River is an estuarine tributary of the Nakdong River. It is a reservoir-like river used for agricultural irrigation, with the Noksan gate at the river mouth serving to prevent the intrusion of saline water. In this study, a steady-state model, QUAL2E, and an unsteady-state model, CE-QUAL-RIV1, were chosen for comparative simulations. The results of the simulations of river water quality changes were verified with respect to short-term variations of water quality due to the increasing water flow from the Daejeo gate and the discharging flow from the Noksan gate. Field measurements were performed to monitor the flowrate and water quality during the operation of the Daejeo and Noksan gates in the Seonakdong River. The general trend observed is that the water quality worsens after the opening of the gates. The reduction in water quality ranges from 3% to 38%. These results show that the gate operators should carefully select the most appropriate operating plan to obtain better water quality in the Seonakdong River. The numerical simulation shows that a discharge of 300 CMS, which is a peak inflow from the Daejeo water gate to the river, can make it possible to achieve the target water quality of the Seonakdong River if the Daejeo water gate can remain open in connection with the Noksan water gate operation.
机译:仙岳洞河是一条水流,其流量由大田闸门和能山闸控制。因此,雪岳洞河不会出现恒定的自然流量。相反,随着水从流域流入河中,污染物的负荷不断发生。大济闸位于上游溪口,能山闸位于Seonakdong河的下游。仙岳洞河是那洞河的河口支流。这是一条用于农业灌溉的类似水库的河流,河口的Noksan闸门可防止盐水的入侵。在本研究中,选择了稳态模型QUAL2E和非稳态模型CE-QUAL-RIV1进行比较仿真。关于由于大田闸口的水流量增加和从能山闸口的排水流量增加而引起的短期水质变化,对河流水质变化的模拟结果进行了验证。实地测量是为了监测雪岳洞河大邱和能山闸的运行过程中的流量和水质。观察到的总体趋势是,水闸打开后水质恶化。水质下降的幅度为3%至38%。这些结果表明,闸门运营商应仔细选择最合适的运营计划,以在仙岳洞河中获得更好的水质。数值模拟结果表明,如果大关水闸保持打开状态,则从大je水闸向河流的入流量达到峰值的300 CMS的排放量可以实现仙岳洞河的目标水质。 Noksan水闸运营。

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