穆西河口二维数值的盐度分布模式

Christie Indah Sari
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引用次数: 5

摘要

本研究的目的是用二维数值模型描述木思河河口的扩散盐度,并确定扩散盐度与水中水动力不确定性的关系。这项研究是在南苏门答腊岛Musi河河口的Juli - Agustus 2011完成的。采用目的抽样法确定采样点。样品采用原位法测量,利用地表水模拟系统(SMS 8.1)软件对数据进行处理,并进行现场测量验证。研究结果表明,在海水潮汐不太深入河流时,表层(0.2 D)盐度浓度在6 ~ 280 /oo之间,水柱(0.5 D)盐度浓度在6 ~ 270 /oo之间,深水(0.8 D)盐度浓度在5 ~ 270 /oo之间。另一方面,在退潮条件下,河流的影响向海洋更远,表层盐度(0.2 D)在5 ~ 260 /oo之间,水柱盐度(0.5 D)和深水盐度(0.8 D)在4 ~ 27 o/oo之间。模型模拟的扩散盐度结果表明,盐度的分布模式遵循水流的形成,因此可以说水流会影响水体中盐度的分布。根据流量模拟结果和盐度,在有无风的影响下,流量和盐度模式是相同的,在0.9 ~ 23.90 /oo的范围内。经验证,有无风条件下模型(MRE)测量和仿真的平均误差为3163 E-11%。因此,风对气流运动的影响并不显著。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pola Sebaran Salinitas dengan Model Numerik Dua Dimensi di Muara Sungai Musi
The aim of this research is to describe the spread salinity with two dimensions numerical model at the Musi River’s estuary, and also to determined relationship of spread salinity with hydrodynamic unsure in water. The research has been done at Juli – Agustus 2011 at Musi River’s estuary, South Sumatra. Determination of sampling points is done by using purposive sampling method. The sample is measured by in-situ method and the data is proceed using Surface Water Modelling System (SMS 8.1) software, then verified with field measurement. The result of this research indicated that when the condition of sea-water tidal waters not too far into the river, the concentration of salinity in the surface layer (0.2 D) ranged between 6 - 28o/oo, in the water column (0.5 D) between 6 - 27o/oo, and in the deep waters (0.8 D) between 5 - 27o/oo. In other hand, at low tide condition, the influence of river moved farther out to the sea, with the concentration of salinity in the surface layer (0.2 D) ranged between 5 - 26o/oo, the salinity in the water column (0.5 D) and in the deep waters (0.8 D) between 4 - 27 o/oo. The result of spread salinity of the model simulation shows that the salinity distribution patterns follow the formed of the flow so that it can be said that the flow will affect the distribution of salinity in the waters. Based on the results of the flow simulation and salinity with or without the effects of wind’s flow and salinity patterns are the same, in the range 0.9 to 23.9o/oo. The verified average error result of measurement and simulation the model (MRE) with or without wind is 3,163 E-11%. So, factor of the wind did not significantly affect the movement of flow on the research.
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