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Long-term morphodynamic evolution of Texel Inlet and its ebb-tidal delta (The Netherlands)

机译:Texel入口及其潮汐三角洲的长期形态动力学演化(荷兰)

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A series of regular bathymetric surveys of Texel Inlet and its ebb-tidal delta spanning a period of over 400 years forms a unique long-term morphodynamic dataset of this largest inlet of the Wadden Sea. The substantial changes in ebb-tidal delta evolution provide a clear example of the response of the inlet system to the cumulative effects of human intervention. Analysis of the evolution of the ebb-tidal delta morphology shows different stages, each characterized by specific orientations of the main channels and shoals. Prior to construction of extensive coastal defense works on the southern shore of the inlet in 1750 A.D., the ebb-tidal delta showed a downdrift asymmetry. Periodic shoal breaching and downdrift channel relocation were the dominant mechanisms for sediment by-passing (major shoal bypassing). After construction of the coastal defence works, a stable ebb-tidal delta with a westward stretching main ebb-channel developed over a period of ca. 60 years. Damming of the Zuiderzee, the major part of the back-barrier basin in 1932 A.D., distorted this stable state and over a period of about 40 years the main channel switched to a southward course, remaining stable ever since. During the pre- and post-damming stable states the sediment bypassing took place as minor shoal by-passing; the main channel remained in position and smaller parts of the swash platform (periodically) migrated landward over the ebb-tidal delta. The well-monitored large-scale changes on the ebb-tidal delta which were initiated by the construction of the coastal defence works and closure of the Zuiderzee show that incorporation of inlet modifications and back-barrier processes is vital for a correct description of the ebb-tidal delta dynamics and processes of Texel Inlet. A conceptual model is introduced to describe the process-response relation between intervention and ebb-tidal delta change.
机译:Texel入口及其潮汐三角洲的一系列常规测深调查跨越了400多年,形成了这个Wadden海最大入口的独特长期形态动力学数据集。潮汐潮汐变化的实质性变化提供了一个清晰的例子,说明了进气系统对人为干预的累积效应的响应。对潮汐三角洲形态演变的分析显示出不同的阶段,每个阶段都以主要河道和浅滩的特定方向为特征。在公元1750年在入口的南岸进行大规模的海防工程之前,潮汐带表现出向下漂移的不对称性。周期性的浅滩冲撞和向下漂流的通道迁移是绕过沉积物(主要浅滩绕过)的主要机制。在建造了海防工程之后,大约在一个时期内,形成了一个稳定的潮汐三角洲,其潮汐三角洲向西延伸。 60年Zuiderzee的筑坝是后屏障盆地的主要部分,建于公元1932年,它扭曲了这种稳定状态,并且在大约40年的时间里,主河道转向了南道,此后一直保持稳定。在筑坝前和筑坝后的稳定状态中,绕过泥沙是作为较小的浅滩绕行。主航道保持原位,斜盘平台的较小部分(周期性地)在潮汐三角洲上向内迁移。沿海防洪工程的建设和Zuiderzee的关闭引发了对潮汐三角洲的大规模监测的变化,这表明,将进水口的修改和后壁屏障过程的结合对于正确描述潮起潮落至关重要。潮汐三角洲动力学和Texel入口的过程。引入概念模型来描述干预与潮汐变化之间的过程-响应关系。

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