首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >HYDRODYNAMIC AND MORPHOLOGIC MODELING OF ALTERNATIVE DESIGN SCENARIOS FOR SHIPPAGAN GULLY, NEW BRUNSWICK CANADA
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HYDRODYNAMIC AND MORPHOLOGIC MODELING OF ALTERNATIVE DESIGN SCENARIOS FOR SHIPPAGAN GULLY, NEW BRUNSWICK CANADA

机译:加拿大新不伦瑞克省希帕甘沟替代设计方案的水动力和形态学建模

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This paper describes a comprehensive study comprising field measurements and numerical modeling of hydrodynamic and sedimentary processes undertaken to help assess alternative engineering measures for promoting and maintaining a stable and safe navigation channel through a dynamic tidal inlet. Shippagan Gully is a dynamic tidal inlet located on the Gulf of St-Lawrence near Le Goulet, New Brunswick, Canada. The tidal lagoon transects the Acadian Peninsula, hence the flows through the inlet are controlled by the tidal phase lag between the two open boundaries. Due to the nature of this phase lag, the ebb flows through Shippagan Gully, which regularly exceed 2 m/s, are typically twice as strong as the flood flows. As a consequence of this imbalance, the hydrodynamic and sedimentary processes at the inlet, and the morphologic features produced by these processes, are strongly dominated by the ebb flows. Over the past decades, shipping activities through Shippagan Gully have been threatened due to sediment deposition along the east side of the inlet which has caused the channel to narrow and shift westward. The objective of the present study was to develop an improved numerical model of the hydrodynamic and sedimentary processes at Shippahan Gully, and then apply the model to assess different engineering interventions for stabilizing the inlet and improvingnavigation safety.
机译:本文介绍了一项全面的研究,包括对水动力和沉积过程进行现场测量和数值模拟,以帮助评估替代工程措施,以促进和维持通过动态潮汐进口的稳定和安全的航行通道。 Shippagan Gully是一个动态潮汐入口,位于加拿大新不伦瑞克省Le Goulet附近的圣劳伦斯湾。潮汐泻湖横贯阿卡迪亚半岛,因此流经入口的流量受两个开放边界之间的潮汐相位滞后控制。由于该阶段滞后的性质,流经Shippagan Gully的退潮速度通常超过2 m / s,通常是洪水流量的两倍。由于这种不平衡,入口处的水动力和沉积过程以及这些过程产生的形态特征在很大程度上由退潮控制。在过去的几十年中,由于沿入口东侧的沉积物沉积,导致通过通道Shippagan Gully的运输活动受到威胁,导致通道变窄并向西移动。本研究的目的是建立一个改进的Shippahan Gully的水动力和沉积过程数值模型,然后将该模型评估为稳定入口和提高航行安全性的各种工程干预措施。

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