I. Irwansyah, Faiz Isma, Y. Ismida, M. Isma, S. Sufahani, H. Akbar
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引用次数: 0
Abstract
Kuala Langsa estuary is a semi-closed zone where there is an exchange of two water masses between river and tidal of the Malacca Strait. The exchange of those two water masses occurs as a physical result of fluctuating estuaries. This caused Suspended Sediment Concentration (SSC) continue to increase as the estuary is the final distribution point for sediment brought from upstream by erosion in the Langsa River. This sediment contributes to the silting of Langsa estuary. This is caused the KRI dr. Soeharso Hospital to be unable to dock at the Kuala Langsa Port during the 66th Surya Bhaskara Jaya Navy Operations 2017. It’s necessary to study estuary physical conditions, which include bathymetry, currents, temperature, salinity, and concentrations of floating sediment that occur as a result of the tides and river discharges. This research used quantitative and qualitative exploratory methods, analyzed a direct correlation between the measurement results, roughness coeficient, and sediment transport rate used relevant empirical equations (Duboy's, Einstein's, Rottner, Chang, Simons, and Richardson, and Lane and Kalinske aquations). This research found that the Langsa estuary is 16 km with a semidiurnal tidal type. In the Langsa estuary, it was discovered that the highest sediment rate was at the mouth of the estuary is 10.700.739,71 ton/day-1 and the physical model of Muara Langsa has a good correlation to the results of measurements-model indicate value of CC width = 0.959 and tide CC= 0.421, This study provides initial information for conducting hydrodynamic and morphological models at the mouth of estuary.
瓜兰沙河口是马六甲海峡的河流和潮汐之间有两个水团交换的半封闭地带。这两种水团的交换是河口波动的物理结果。这导致悬沙浓度(SSC)持续增加,因为河口是上游侵蚀带来的泥沙在朗沙河的最终分布点。这些沉积物导致了朗沙河口的淤积。这导致KRI dr. Soeharso医院在2017年第66次Surya Bhaskara Jaya海军行动期间无法停靠在吉隆坡兰沙港。有必要研究河口的物理条件,包括水深、水流、温度、盐度和由于潮汐和河流排放而产生的浮沙浓度。本研究采用定量与定性相结合的探索方法,利用相关经验方程(Duboy’s, Einstein’s, Rottner, Chang, Simons, and Richardson, Lane and Kalinske方程)分析了测量结果与粗糙度系数、输沙率之间的直接相关性。研究发现,朗沙河口长16公里,为半日潮型。在朗沙河口,发现河口处泥沙速率最高,为10.700.739,71 t /d -1,其物理模型与实测结果具有良好的相关性,模型指示值为CC宽度= 0.959,潮汐CC= 0.421,为开展河口水动力和形态模型提供了初步信息。