Flood Inundation Mapping for Porsuk Stream, Eskişehir, Turkey

Murat ATAOL, Mustafa Murat KALE
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Abstract

Flood is one of the most widespread and catastrophic natural hazards for settlements in different parts of the world. Eskişehir has faced numerous floods at varying scales, especially in the last century. Porsuk Stream moves in an artificial channel through the Eskişehir city center. The bed of Porsuk Stream is expanded and cascaded at the entrance to the city center, and the stream has been turned into one of the attractions of the city by increasing its water level with nine regulators. Expanding the river bed is a frequently used method to reduce flood risk. However, in Eskisehir, the fact that the river bed is kept largely filled with water is a major source of risk in case of flooding. The study is based on a scenario in which flooding occurs due to the failure of regulator covers to open. In the study field, the sensitivity of the numerical field model that was created along the stream bed was further improved by measuring lengths and depths throughout the channel. Within the framework of the scenario, the water levels that can change with flood discharges were determined, and inundation areas were calculated. The results revealed that, according to the flood discharges in Porsuk Stream with probabilities of occurrence in every 50, 100, and 200 years, areas of 3.20 km2, 4.03 km2, and 4.48 km2 would be flooded, respectively. The maximum discharge with a return period of 200 years (Q200) is 194.46 m3/s, which, if realized, would result in inundation of 1.58 km2 of residential areas and 0.55 km2 of agricultural land. Of the total flood area, 35% will be residential areas, 33% will be airports, 12% will be agricultural lands, 9% will be green areas, 7% will be industrial areas and 3% will be sports facilities.
土耳其eskiehir Porsuk溪流洪水淹没图
洪水是世界各地最普遍和最具灾难性的自然灾害之一。爱斯基努伊希尔经历了多次不同规模的洪水,尤其是在上个世纪。波苏克河在一条人工河道中流过爱斯基努伊尔市中心。波苏克河的河床被扩大,并在市中心的入口处形成瀑布,通过9个调节器提高水位,使其成为城市的景点之一。扩大河床是减少洪水风险的常用方法。然而,在埃斯基谢希尔,河床基本上充满了水,这是洪水发生时的主要风险来源。这项研究是基于一种情况,在这种情况下,由于调节阀盖未能打开而发生洪水。在研究现场,通过测量整个河道的长度和深度,进一步提高了沿河床建立的数值场模型的灵敏度。在该情景的框架内,确定了随洪流量变化的水位,并计算了淹没面积。结果表明:以50年、100年和200年发生概率计算,波苏克河汛期洪涝面积分别为3.20 km2、4.03 km2和4.48 km2。重现期200年的最大流量(Q200)为194.46 m3/s,如果实现这一目标,将导致1.58 km2的居民区和0.55 km2的农田被淹没。在总洪水面积中,35%将是住宅区,33%将是机场,12%将是农田,9%将是绿地,7%将是工业区,3%将是体育设施。
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