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首页> 外文期刊>River Research and Applications >Using two-dimensional modeling to evaluate strategies of sediment reduction and evacuation for Nanshi river under Guishan dam operations
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Using two-dimensional modeling to evaluate strategies of sediment reduction and evacuation for Nanshi river under Guishan dam operations

机译:利用二维建模评价桂山大坝运营下南芝河泥沙减少策略及疏散

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摘要

This paper presents a unique case study of Nanshi River in Taiwan which may be able to serve as the basis for decision making and river maintenance operations or as a reference for other cases. This study area is composed of regions from upstream alluvial channel to delta-front and the Guishan Dam reservoir, with a surplus of material supply to transport capacity in the whole region. Dredging is a standard method by which to deal with the accumulation of sediment within a watercourse; however, our understanding of hydrodynamics and sedimentation is limited by the complexity of the sedimentation process. In addition, most of the similar geomorphological studies did not pay attention to the upstream effects of reservoirs on alluvial channels. Similar examples are more often observed in estuaries and coastal zones. Our objective was to evaluate the morphological impact of river dredging implemented in conjunction with downstream gate operations by employing a 2D hydraulic sediment model, SRH-2D. With the assistance of the model simulations, we revealed that the deposition in the study area is under the interaction among three main mechanisms: headward deposition of the dam, channel width contraction in midstream, and progressive deposition of sediment from the confluence. Accordingly, this study suggested that dredging focuses on the creation of deep trenches in the midstream and upstream sections. It is also important to coordinate gate operations at Guishan Dam with peak flows in order to facilitate the transport of sediment to the reservoir for subsequent discharge via empty flushing. Regarding the effect of Guishan Dam removal, it would have a more pronounced effect on head cutting which leading to erosion in the reservoir and the downstream transport of substantial quantities of sediment, but its effect would be limited to a certain distance. However, dam removal is not considered a viable option considering the need for local water storage and the benefits of the dam in terms of tourism.
机译:本文介绍了台湾南芝河独特的案例研究,可以作为决策和河流维修业务的基础,也可以作为其他案例的参考。该研究领域由从上游冲积通道到三角形渠道和顾世坝水库的地区组成,具有全部地区的运输能力的材料供应盈余。疏浚是一种标准的方法,可以处理水道内沉积物的积累;然而,我们对流体动力学和沉降的理解受到沉积过程的复杂性的限制。此外,大多数类似的地貌研究没有注意水库对冲积渠道的上游效果。在河口和沿海地区通常观察到类似的例子。我们的目标是通过采用2D液压沉积物,SRH-2D来评估河流疏浚河疏浚的形态学影响。在模型模拟的帮助下,我们透露研究区域中的沉积在三个主要机制之间的相互作用下:大坝的头部沉积,中游的频道宽度收缩以及融合沉积物的逐步沉积。因此,本研究表明,疏浚侧重于中游和上游部分中的深沟的创建。对于峰值流动的望山大坝协调栅极操作也很重要,以便于通过空冲洗随后排出沉积物的沉积物。关于珍珠坝拆除的影响,它对储层侵蚀的头切割具有更明显的效果,以及大量沉积物的下游运输,但其效果将限制在一定距离。然而,考虑到在旅游方面,坝拆除不被视为一种可行的选择,考虑到当地储水的需要以及大坝的益处。

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