THE REACTION OF ANASTOMOSING RIVER FLUVIAL SYSTEMS TO THE OPERATION OF A HYDROELECTRIC POWER PLANT

S. Bortnyk, O. Obodovskyi, P. Gerszewski, J. Szmańda, M. Luc, M. Habel, Karol Witkowski, N. Pohorilchuk
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Abstract

The operation of the hydroelectric power plant is one of the main reasons for the transformation of river runoff. The change in the hydrological regime affects several other processes taking place in the river channel, including the transformation of its geomorphological features. The article presents the impact of the Kaniv and Włocławek dams on the hydrological regime of the middle Dnieper River and the lower Vistula River. The nature and magnitude of changes in the Dnieper and The Vistula rivers flow regime caused by the functioning of the dams were determined using IHA (Indicators of Hydrologic Alteration) and the RVA (The Range of Variability Approach) method. It was demonstrated that the operation of the hydroelectric power plant especially in the hydropeaking system is the cause of a large flow alteration in respect of the frequency and duration of low- and high-flow pulses and the rate and frequency of change in the flow. It was assessed how the change in flow conditions in connection with the deficit of sediments affected the transformation of the Vistula and Dnieper river channels downstream of the dams. Based on our results, the reaction of the fluvial system to changes in the flow regime caused by the operation of the Kaniv and Włocławek hydroelectric power plants consisted in: 1) changing the width and depth of channels; 2) changing the size of the forms separating channels; 3) fixation of the anastomosing fluvial system. More dynamic water flows due to the operation of hydroelectric power plants modify and dynamize the natural process of evolution of a fluvial system into an anastomosing system by causing the incision and narrowing of the main channels, because of which the side channels occupy a higher position above them. On the other hand, the equalization of the water flow in the channels causes a decrease in the water level and the disappearance of the flow in the side channels. As a result, the islands separated by these channels merge and inter-channel areas are formed.
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相互吻合的河流系统对水力发电厂运行的反应
水力发电厂的运行是河流径流转化的主要原因之一。水文制度的变化影响了河道中发生的其他几个过程,包括其地貌特征的转变。本文介绍了Kaniv和Włocławek大坝对第聂伯河中游和维斯瓦河下游水文状况的影响。利用IHA(水文变化指标)和RVA(变幅范围法)方法确定了第聂伯河和维斯瓦河由大坝功能引起的流态变化的性质和幅度。结果表明,水力发电机组特别是调峰系统的运行是造成大流量变化的原因,在低流量和高流量脉冲的频率和持续时间以及流量变化的速率和频率方面都有很大的变化。评估了与沉积物缺失相关的水流条件变化如何影响大坝下游维斯瓦河和第聂伯河河道的转变。根据我们的研究结果,河流系统对Kaniv和Włocławek水电站运行引起的流态变化的反应包括:1)河道宽度和深度的改变;2)改变通道分隔形式的大小;3)吻合河流系统的固定。由于水电站的运行,更有动力的水流通过引起主河道的切割和变窄,改变和激活了河流系统演变成吻合系统的自然过程,因此,侧河道在其上方占据了更高的位置。另一方面,通道内水流的均匀化导致水位下降,侧通道内水流消失。因此,被这些水道隔开的岛屿合并,形成了水道间区域。
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