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Sediment Transport and Scour Analysis for Wadis in Aqaba, Jordan

机译:约旦亚喀巴Wadis的泥沙输送和冲刷分析

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A flood protection master plan was prepared to provide recommendations and preliminary designs for managing flood risk, designing and implementing a flood warning system, and developing a watershed plan to enhance and protect water sources in Aqaba, Jordan. As part of the master planning process, hydrologic, hydraulic and sediment transport analyses were performed. The sediment transport analysis used the U.S. Army Corps of Engineers (USACE) HEC-6 model 1) to identify locations of potential general scour or deposition, and 2) estimate sediment yield for Wadi Yutum and its major tributary, Wadi Titin. The sediment transport analysis predicts the bed elevation change caused by the 100-year flow hydrograph is not significant; however, a substantial sediment yield from the Yutum/Titin watershed is predicted. Flood mitigation measures were examined, including alternatives that could reduce the sediment yield from the upper parts of the watershed. Additionally, localized scour near major bridges across the wadis is estimated to be significant.
机译:拟定了一项洪水保护总计划,以提供建议和初步设计,以管理洪水风险,设计和实施洪水预警系统,并制定分水岭计划以增强和保护约旦亚喀巴的水源。作为总体规划过程的一部分,进行了水文,水力和泥沙输送分析。沉积物迁移分析使用了美国陆军工程兵团(USACE)的HEC-6模型1)来确定潜在的一般冲刷或沉积位置,以及2)估算Wadi Yutum及其主要支流Wadi Titin的沉积物产量。泥沙运移分析表明,由100年流水线图引起的河床高程变化不明显;然而,据预测,尤图姆河/丁丁河流域的沉积物产量可观。审查了防洪措施,包括可能降低流域上部沉积物产量的替代方法。此外,估计横穿河谷的主要桥梁附近的局部冲刷也很重要。

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