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Influence of the Freshwater Discharge on the Hydrodynamics of Patos Lagoon, Brazil

机译:淡水排放对巴西Patos泻湖水动力的影响

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Patos Lagoon is a very dynamic environment presenting hydrodynamic fluctuations from synoptic to decadal timescales. Thus, understanding the processes that determine the long term variability is fundamental for the correct coastal planning and management of this region. The main objective of this study is to understand how the freshwater discharge of the main tributaries controls the estuarine hydrodynamics of the Patos Lagoon, when considering long term timescales. Two numerical simulations were carried out using the TELEMAC3D numerical model, the former using freshwater discharge from 1940 to 1973 year (simulation A), and the second simulation using data between 1974 and 2006 year (simulation B). These two periods were selected because before (after) 1973 year, the annual mean freshwater discharge was lower (higher) than the mean value for the whole period (1080 m3/s). The navigational channel discharge, water level, salinity and current velocity differences between both simulations were analyzed. Ebb conditions prevailed over flood conditions for both simulations, but simulation B presented a higher volume of freshwater exported through the coastal zone. Water level differences demonstrated higher values (0.08 meters) close to the Guaiba River, which is the main tributary of the study region, and lower values were observed near to the Patos Lagoon mouth (0 meters). The most significant differences in the mean bottom and surface salinity were observed in the central zone of the estuary and at the Barra Breakwaters. Simulation A presented higher saline intrusion due to lower freshwater discharge, while simulation B showed an increase in the coastal plume intensity, caused by the higher freshwater discharge. The hydrodynamical simulations demonstrated with precision that the freshwater discharge intensity determine the vertical stratification of the estuary.
机译:帕图斯泻湖是一个非常动态的环境,呈现从天气到年代际尺度的水动力波动。因此,了解决定长期变化的过程对于该区域的正确海岸规划和管理至关重要。这项研究的主要目的是在考虑长期时间尺度时,了解主要支流的淡水排放如何控制帕托斯泻湖的河口水动力。使用TELEMAC3D数值模型进行了两次数值模拟,前者使用1940年至1973年的淡水排放(模拟A),第二次使用1974年至2006年的数据(模拟B)。选择这两个时期是因为1973年之前(之后)的年平均淡水排放量低于(高于)整个时期的平均值(1080 m3 / s)。分析了两个模拟之间的航道流量,水位,盐度和流速差。在两种模拟中,潮退条件都高于洪水条件,但模拟B表示通过沿海地区出口的淡水量更大。在研究区域的主要支流瓜伊巴河附近,水位差异显示出较高的值(0.08米),而在Patos泻湖河口(0米)附近的水位差异则较低。在河口中部地区和巴拉防波堤上观察到的平均底部和表面盐度的最大差异。模拟A由于较低的淡水排放而引起较高的盐分入侵,而模拟B显示由于较高的淡水排放而引起的沿海羽流强度增加。流体动力学模拟精确地证明了淡水排放强度决定了河口的垂直分层。

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