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Prediction of salinity intrusion in the sheltered estuary of Ter-engganu River in Malaysia using 1-D empirical intrusion model

机译:使用一维经验入侵模型预测马来西亚特恩加奴河掩蔽河口盐度入侵

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摘要

Generally one dimensional (1-D) empirical salinity intrusion model is limited to natural alluvial estuary. However, this study attempts to investigate its ability to model a sheltered alluvial estuary of the Terengganu River in Malaysia. The constructed breakwater at the mouth of the river shelters the estuary from direct influence of the open sea. The salinity density along the estuary was collected during the wet and dry seasons for scenarios before and after the constructed breakwater. Moreover, the freshwater discharges, tidal elevations and bathymetry data were also measured as model inputs. A good fit was demonstrated between simulated and observed variables, namely salinity distribution and intrusion length for both scenarios. Thus, the results show that 1-D empirical salinity model can be utilized for sheltered estuarine condition at the Terengganu Estuary, but with an appropriate determination of an initial point. Furthermore, it was observed that the salinity intrusion in the study area is largely dependent on the freshwater discharge rather than tidal elevation fluctuations. The scale of the salinity intrusion length in the study area is proportional to the river discharge of the -1/2 power. It was appeared that the two lines of the 1-D empirical salinity model and discharge power based equation fitted well to each other, with the average predicted minimum freshwater discharge of 150 m3/s is going to be required to maintain acceptable salinity levels during high water slack (HWS) near the water intake station, which is located at 10.63 km from river mouth.
机译:通常,一维(1-D)经验盐度入侵模型仅限于自然冲积河口。但是,本研究试图调查其对马来西亚登嘉楼河隐蔽冲积河口进行建模的能力。河口的防波堤使河口免受公海的直接影响。在人工防波堤前后,在干季和湿季收集沿河口的盐分密度。此外,还测量了淡水排放量,潮汐高度和测深数据作为模型输入。在两种情况下,模拟变量和观察变量之间均显示出良好的拟合度,即盐度分布和侵入长度。因此,结果表明,可以将一维经验盐度模型用于登嘉楼河口的庇护河口条件,但可以适当确定初始点。此外,据观察,研究区的盐度入侵很大程度上取决于淡水排放量,而不是潮汐高度波动。研究区盐分侵入长度的大小与-1/2功率的河流流量成正比。看来,一维经验盐度模型和基于排放功率的方程式的两行相互拟合得很好,在保持高盐度期间,要维持可接受的盐度水平,平均预测的最小淡水排放量将需要150 m3 / s。距进水口10.63 km的进水站附近的水松弛(HWS)。

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  • 来源
    《海洋学报(英文版)》 |2017年第5期|57-66|共10页
  • 作者单位

    Research Centre for Tropical Climate Change,Faculty of Science and Technology,The National University of Malaysia,UKM Bangi 43600,Malaysia;

    Research Centre for Water Quality and Environment,National Hydraulic Research Institute of Malaysia,Ministry of Natural Resources and Environment,Seri Kembangan 43300,Malaysia;

    Research Centre for Tropical Climate Change,Faculty of Science and Technology,The National University of Malaysia,UKM Bangi 43600,Malaysia;

    Centre for Earth Resources Research and Management,Faculty of Civil Engineering and Earth Resources,The Universiti Malaysia Pahang,Pahang 26600,Malaysia;

    Research Centre for Water Quality and Environment,National Hydraulic Research Institute of Malaysia,Ministry of Natural Resources and Environment,Seri Kembangan 43300,Malaysia;

  • 收录信息 中国科学引文数据库(CSCD);中国科技论文与引文数据库(CSTPCD);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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  • 入库时间 2022-08-19 03:57:50
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