THE USE OF GIS TECHNIQUES FOR OBTAINING POTENTIALLY FLOODABLE SURFACES IN THE JIJIA FLOODPLAINE

E. Huțanu, Alin Mihu-Pintilie, A. Urzică, L. Albu, Vasile Bogdan Ghindăoanu
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引用次数: 2

Abstract

The density of the hydrographical network in Romania is high; hence, many settlements are situated in the major floodplain, which is often subjected to floods. The elaboration of hydrological risk maps for the major hydrographical arteries is extremely useful for the development plans of human settlements within plateaus and plains. The Jijia River is the main tributary within the northern sector of the Prut River. It dredges the Moldavian Plain from the NW towards the SE. The modelling of floods in the floodplain of the Jijia River involved three stages. In the first stage, the data necessary for simulating floods were collected (i.e. maximum flows from the hydrometric stations and the LIDAR data). In the second stage, the data obtained were processed (theoretical flows with assurances of 0.1%, 1%, 3% and 5% were calculated using the Pearson III formula and the LIDAR data were processed). In the third stage, the floodable stripes were obtained using the software programs Arc-GIS, HEC-GeoRAS and HEC-RAS. Finally, maps with potential floodable areas were generated. The floodable surface on the Jijia River is 119.078 km for the assurance of 0.1%, 102.06 km for the assurance of 1%, 84.99 km for the assurance of 3% and 71.45 km for the assurance of 5%. Along with the potentially floodable surface, the level of flooding was obtained: it reached a peak value of 6.83 m in case of the assurance of 0.1%. Using the existing data, an analysis was conducted regarding the potential risks in case of major floods. The purpose of the study is to prevent floods and to mitigate their effects on the human settlements within the floodplain of the Jijia River.
利用地理信息系统技术在吉家洪泛区获得潜在可淹面
罗马尼亚的水文网密度很高;因此,许多定居点位于主要的洪泛区,经常遭受洪水的侵袭。为主要水文动脉绘制水文危险图对高原和平原内人类住区的发展计划极为有用。吉家河是普鲁特河北段的主要支流。它从西北向东南疏通摩尔多瓦平原。鸡家河漫滩洪水的模拟分为三个阶段。在第一阶段,收集模拟洪水所需的数据(即来自水文站和激光雷达数据的最大流量)。在第二阶段,对获得的数据进行处理(使用Pearson III公式计算0.1%、1%、3%和5%保证的理论流,并对LIDAR数据进行处理)。第三阶段,利用Arc-GIS、HEC-GeoRAS和HEC-RAS软件获取可淹条纹。最后,生成了潜在可淹水区域的地图。吉家河可淹水面为119.078 km(0.1%保证率)、102.06 km(1%保证率)、84.99 km(3%保证率)和71.45 km(5%保证率)。随着潜在可淹面,得到了洪水水位:在0.1%的保证下,洪水水位达到了6.83 m的峰值。利用现有数据,对发生大洪水时的潜在风险进行了分析。研究的目的是为了预防洪水,减轻洪水对吉家河洪泛区人类住区的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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