首页> 外文OA文献 >Hydrodynamic and sediment transport numerical modelling and applications at Tairua Estuary, New Zealand
【2h】

Hydrodynamic and sediment transport numerical modelling and applications at Tairua Estuary, New Zealand

机译:新西兰泰鲁亚河口水动力和泥沙输移数值模拟及其应用

摘要

Tairua Estuary is a partially mixed estuary located on the east coast of the Coromandel Peninsula, North Island, New Zealand. Like many estuaries worldwide, Tairua Estuary is experiencing rapid sedimentation, which is causing a range of environmental and management issues. This study was undertaken to develop a combined hydrodynamic and sediment transport numerical model as a tool for improving management of sedimentation issues within Tairua Estuary.Two field campaigns were undertaken in July 2010 and June 2011 to obtain calibration and verification datasets for two suites of numerical models – DHI MIKE and ASR 3DD – that were both used for hydrodynamic and sediment transport simulations to allow comparisons of the model suites. Additional models were used to simulate additional processes such as oil dispersal.Observations and numerical modelling showed the tidal wave was distorted as it propagated into the Tairua Estuary, becoming increasingly asymmetrical with distance from the entrance. The tidal wave underwent more distortion during spring tides than during neap tides, resulting in the influx of more oceanic water in the upper Tairua Estuary during a spring tidal cycle, causing a greater increase of salinity. The changing tidal distortion with tidal range also resulted in spring tides being flood dominated and neap tides being ebb dominated. The fate of fine sediments introduced into the lower estuary was, therefore, dependant on the state of the spring-neap cycle, with spring tides favouring deposition in the upper estuary, and neap tides favouring export to the continental shelf.The effects of tidal behaviour in the estuary were modified by river discharge, with increasing discharge resulting in increased ebb dominance and export of sediment from the estuary. Further, as river discharge increased, the estuary became more stratified, particularly during periods of low tidal velocities. However, areas of Tairua Estuary with tidal current velocities higher than 0.5 m s-1, mostly around the tidal inlet, remained partially mixed, even when the river discharge reached a peak value of 200 m3 s-1.During flood events, the upper part of estuary becomes highly stratified due to the large increase in freshwater discharge. Observations and numerical modelling showed that instabilities can develop in the resulting pycnocline in response to wind forcing and fluctuations in flood discharge, and these propagate as forced seiches within the estuary. The seiches interact with the turbid floodwaters and the underlying salt wedge to influence the locations where fine sediment is deposited within the estuary, with enhanced deposition at the nodes of the seiches.Sediment transport modelling indicated that suspended sediment from the river and sediment eroded from the estuary bed, primarily is transported seaward along the main channel of the estuary and through the northern side of the tidal inlet. Subsequently, coarser suspended sediment tends to deposit on the terminal lobe of the ebb tidal delta due to lower current speeds. Meanwhile, sediment suspended along Pauanui Beach by wave action enters the estuary along the southern side of the tidal inlet, and this sediment is mostly deposited on the flood tidal delta. The interaction of the sediment transport entering the estuary and exiting the estuary forms a large eddy over the ebb tidal delta, which acts as a sediment deposition-centre. The model results were consistent with the field observations.The numerical models were calibrated against one field dataset and verified against the second using a variety of statistical measures for the goodness of fit. The results were characterised as excellent for elevation changes over most of the estuary, apart from the elevation for the Tairua River channel around the limit of tidal influence. The calibration and verification of current velocities resulted in a range of results from reasonable to excellent, depending on the numerical grid resolution and the complexity of the local bathymetry. The finest 20 m grids produced the best results, with some minor problems with the current velocity directions along the seaward boundary of the models. Overall the MIKE software suite was easier to use and ran faster, but the 3DD suite produced better results for shallow areas with narrow channels in the upper estuary. Once calibrated and verified, the models were used to simulate a range of scenarios requested by the Waikato Regional Council. These included assessing the impact of potential sea level rise, development including channel realignment and marina construction, and the effects of oil spills within the estuary.As sea level rises, the estuary is predicted to become increasingly flood dominated, which would result in greater sediment transport into the estuary from the Pauanui Beach system, and hence, subsequent deposition on the intertidal flats. Effectively, sea level rise would reverse the normal sequence of estuarine evolution, turning the clock back towards a more youthful estuary. It is also likely that saltwater intrusion was more frequent with increased sea level. However, the influx of sediment would also compensate for some of the sea level rise, and reduce the tendency for flood dominance.
机译:Tairua河口是部分混合的河口,位于新西兰北岛科罗曼德半岛的东海岸。像世界上许多河口一样,Tairua河口正在经历快速沉积,这引起了一系列环境和管理问题。这项研究旨在开发一种结合水动力和泥沙运移的数值模型,以作为改善Tairua河口内沉积问题管理的工具.2010年7月和2011年6月进行了两次野外活动,以获取两套数值模型的校准和验证数据集– DHI MIKE和ASR 3DD –都用于流体动力学和沉积物传输模拟,以便对模型套件进行比较。附加的模型被用来模拟附加的过程,例如油的扩散。观测和数值模拟表明,潮汐波传播到Tairua河口时发生了扭曲,并随着距入口的距离越来越不对称。在春季潮汐中,潮汐比在潮汐潮中受到更大的扭曲,导致春季潮汐周期中,更多的海水流入泰鲁阿河上游河口,导致盐度增加更大。随潮汐范围变化的潮汐变形还导致春季潮汐占主导地位,潮汐潮汐占主导地位。因此,引入低河口的细沙的结局取决于春潮周期的状态,潮汐有利于上河口的沉积,潮汐有利于向大陆架的出口。河口的河水被河水冲刷改变了,河水的流量增加导致退潮优势增加,河口的泥沙输出。此外,随着河流流量的增加,河口变得更加分层,特别是在潮汐速度低的时期。然而,即使河流量达到200 m3 s-1的峰值,泰鲁阿河河口潮流速度高于0.5 m s-1的区域仍大部分是混在潮汐进口附近。由于淡水排放量的大量增加,河口的一部分变得高度分层。观测和数值模拟表明,响应于风的强迫和洪水流量的波动,所形成的比考克林可能会出现不稳定性,这些现象会在河口内以强迫成败的形式传播。围堰与浑浊的洪水和下面的盐楔相互作用,影响河口内细沙沉积的位置,并增加了围堰节点的沉积。沉积物运移模型表明,河流中的悬浮泥沙和河流中的泥沙被侵蚀了。河口河床主要通过河口的主要通道向海运输,并通过潮汐进口的北侧。随后,由于流速降低,较粗的悬浮沉积物倾向于沉积在潮汐三角洲的末端波瓣上。同时,由于波浪作用而在Pauanui海滩上悬浮的沉积物沿潮汐入口的南侧进入河口,这些沉积物大部分沉积在洪水潮汐三角洲上。进入河口和离开河口的泥沙运移的相互作用在潮汐三角洲上形成了一个大涡流,它充当了一个泥沙沉积中心。模型结果与现场观察结果吻合。数值模型针对一个现场数据集进行了校准,并针对各种数据进行了拟合优度的第二统计数据验证。除在潮汐影响极限附近的泰鲁阿河河道的高程外,该结果对于大多数河口的高程变化均具有优异的特征。根据数字网格分辨率和局部测深的复杂程度,对当前速度的校准和验证得出了一系列从合理到出色的结果。最好的20 m网格产生了最好的结果,但沿着模型的向海边界的当前速度方向存在一些小问题。总体而言,MIKE软件套件更易于使用,运行速度更快,但是3DD套件在河口较窄的浅水区产生了更好的效果。一旦经过校准和验证,这些模型将用于模拟怀卡托地区委员会要求的各种情景。这些措施包括评估潜在海平面上升的影响,包括通道调整和码头建设在内的发展以及河口内溢油的影响。随着海平面上升,预计河口将越来越以洪水为主,这将导致更大的沉积物。从Pauanui海滩系统进入河口,因此随后沉积在潮间带。实际上,海平面上升将逆转河口演变的正常顺序,时光倒流回到更年轻的河口。随着海平面的升高,盐水入侵也可能更加频繁。但是,沉积物的涌入也将弥补海平面上升的某些部分,并减少洪水占主导地位的趋势。

著录项

  • 作者

    Liu Zhi;

  • 作者单位
  • 年度 2014
  • 总页数
  • 原文格式 PDF
  • 正文语种 en
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号