一维定常流分析中HEC-RAS模型的定标——以塞内加尔河口Diama大坝下游为例

R. Diédhiou, S. Sambou, Seïdou Kane, Issa Lèye, S. Diatta, Moussé Landing Sane, D. Ndione
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引用次数: 3

摘要

萨赫勒地区经历了一场干旱,使他们容易受到水文气候条件的影响。已经制定了减少这种脆弱性的战略。塞内加尔、毛里塔尼亚、马里和几内亚政府成立了塞内加尔河开发组织(法语:OMVS),目的是实现大型水力设施。这导致了在塞内加尔河流域建造迪亚马和马南塔利水坝。第一个目的是阻止盐水的入侵,第二个是调节河流的流量,允许灌溉农业周边,并产生电能。Diama大坝的蓄水改变了河口的水力特性。本研究的目的是利用HEC-RAS软件对Diama大坝下游塞内加尔河河口进行瞬态模式的水力模拟。对采集到的地形数据进行处理后,利用Arc-GIS和HEC GeoRAS软件在数字地形模型(DTM)的基础上构建了两个几何模型。第一个几何模型是一维的,其中塞内加尔河下游Diama大坝区域用截面表示。第二个也是一维的;在该模型中,引入了塞内加尔河口Diama大坝下游地区作为蓄水区。这些模型的组成部分是流段、横向链接和存储区域。在模型的上游极限处引入了迪亚玛大坝下游的洪水线,在下游极限处引入了潮汐。经过稳定和标定后,HEC-RAS模拟得到了水位的变化、各断面流量的时间变化、最大流速和洪水波的传播次数。对这些结果的分析和比较有力地表明,利用HEC-RAS问题作为一种决策工具,有助于在危机时期管理洪水。
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Calibration of HEC-RAS Model for One Dimensional Steady Flow Analysis—A Case of Senegal River Estuary Downstream Diama Dam
The Sahelian regions have experienced a drought that has made them vulnerable to hydro-climatic conditions. Strategies have been developed to reduce this vulnerability. The governments of Senegal, Mauritania, Mali and Guinea have created the Organization for the development of the Senegal River (OMVS in french) with the aim of realizing large hydraulic installations. This resulted in the construction of the Diama and Manantali dams in the Senegal River Basin. The first aims to stop the saline intrusion, the second to regulate the flow of the river, to allow the irrigation of agricultural perimeters, and to produce electrical energy. The impoundment of the Diama dam has modified the hydraulic behavior of the estuary. The purpose of this study is to carry out the hydraulic modeling of the estuary of Senegal river downstream of the Diama Dam in transient mode by the HEC-RAS software. Two geometric models were constructed on the basis of a digital terrain model (DTM) using the Arc-GIS and HEC GeoRAS soft wares after processing the collected topographic data. The first geometric model, of which the areas of Senegal river downstream Diama Dam have been represented by cross-section, is one-dimensional. The second one is also one dimensional; in this model, the area of the Senegal River estuary downstream Diama Dam is introduced as water storage zones. The components of these models are the stream sections, lateral links, and storage areas. The flood hydrograph downstream Diama Dam is introduced as conditions at the upstream limits of the models while the tidal is introduced as a downstream condition. After the stability and calibration, the results given by HEC-RAS simulations are the variations of the water levels, the temporal variations of the flow rates for each section, the maximum flow velocities and the propagation times of the flood waves. The analysis and comparisons of these results strongly suggest using HEC-RAS issues as a decision-making tool helping to manage floods during times of crisis.
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