Simulation of River Bed Changes Upstream Merowe Dam

Bouran A. H. Mohammed, El-Sadig M.A Sharfi, Mansour A. I. Mordos
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Abstract

The main objective of this paper is to address long term morphological changes for Merowe Dam Reservoir located in Sudan using River Analysis System Software (HEC-RAS 5.0.3) , The trend of three different sediment transport equations (Laursen/Copeland, Yang and Ackre/White) had been represented in terms of the volumetric bed changes. The results obtained by the model had been calibrated and validated, furthermore, Sensitivity analysis was conducted. For the model, Two different boundary conditions had been used, one is the Sediment rating curve and the other is equilibrium load. Using the predictive model concept, three bed changes scenarios were simulated, assuming repeated flows, assuming wet and dry flows, Model limitations were considered and further recommendations were highlighted.
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梅洛维大坝上游河床变化模拟
利用河流分析系统软件(HEC-RAS 5.0.3)对苏丹Merowe大坝水库的长期形态变化进行了分析,得到了3种不同输沙方程(Laursen/Copeland, Yang和Ackre/White)在体积床变化方面的趋势。对模型得到的结果进行了标定和验证,并进行了敏感性分析。该模型采用了两种不同的边界条件,一种是泥沙等级曲线,另一种是平衡荷载。利用预测模型的概念,模拟了三种床层变化情景,假设重复流动,假设湿流和干流,考虑了模型的局限性,并强调了进一步的建议。
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