Bárbara P. Paiva , Carlos A.F. Schettini , Eduardo Siegle
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引用次数: 0
摘要
São Francisco河是拉丁美洲第四大河,尤其重要,因为它横跨巴西半干旱地区。在20世纪60年代至90年代,一系列的水电大坝级联建造,极大地改变了流态。为了评估流量变化对河口水动力过程和盐水入侵的影响,将三维水动力模型应用于该系统。该模型根据河口收集的水动力数据进行了校准和验证。河流流量的模拟情景为Qmin、Q10、Q80和Qmax(分别对应于600、5000、1200和12000 m3.s−1),由历史河流流量观测确定。大坝安装后,混合增加,河流贡献减少。河口区的平均盐度范围为0.7 g.kg−1(坝前中等流量)到15.6 g.kg−2(坝安装后最低流量)。模拟结果用于建立河流流量和盐水入侵之间的指数关系,管理机构可以使用该关系来优化集水区的水质,供人类使用。
Effect of hydropower dam flow regulation on salt-water intrusion: São Francisco River, Brazil
The São Francisco River is the fourth largest river in Latin America, and particularly important since it crosses the Brazilian semi-arid region. During the 1960s–90s, a series of dams for hydropower were built in cascade, changing drastically the flow regime. To evaluate the influence of changes in the flow on hydrodynamic processes and saline intrusion in the estuary, a three-dimensional hydrodynamic model was applied to the system. The model was calibrated and validated from hydrodynamic data collected in the estuary. The simulated scenarios of river discharges were Qmin, Q10, Q80 and Qmax (corresponding to 600, 5000, 1200, and 12,000 m3.s−1, respectively), determined from historical river discharge observations. There was an increase in the mixing and a decrease in the river contribution after the installation of dams. The average salinity in the estuarine domain ranged from 0.7 g.kg−1 for intermediate pre-dam discharge to 15.6 g.kg−1 in the lowest discharges after the dam installations. The results of the simulations were used to establish an exponential relationship between fluvial discharge and saline intrusion, which can be used by management agencies to optimize the water quality in catchments for human consumption.