首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >HIO GRANDE BAR - THE CASE HISTORY OF A LAGOON OUTLET INTO A TIDELESS SEA
【24h】

HIO GRANDE BAR - THE CASE HISTORY OF A LAGOON OUTLET INTO A TIDELESS SEA

机译:HIO GRANDE BAR-泻湖出海成案例海的历史

获取原文
           

摘要

Rio Grande harbour is situated inside the outlet of Lagoa dos Patos (9 910 km2) and Lagoa Mirim (3 770 km2). Most of the rivers in the State of Rio Grande do Sul, that are not tributaries of river Uruguay, flow into the two lagoons and the latter discharge through Canal do Norte into a tideless sea. Flood flows can exceed 20 000 cumecs. The outlet is on a sandy coast with littoral drift in both shoreline directions. The time history of the outlet can be divided into three periods. Before breakwater construction, the bar was extremely unstable in lay-out, position and controlling depth. The latter ranged from 2.5 to 7 m. From 1911 to 1916 two 4 km long rubble mound breakwaters were built. They deepened the entrance channel to 8 - 10 m but a new bar came about further offshore entailing objectionable navigation conditions in the approach channel. No previous dredging was carried out as the breakwater construction proceeded out to sea, and as result a total of Ik million cubic metres was scoured out between the two breakwaters and discharged offshore to build up the new bar. Some improvement by dredging was not achieved until 1962. The improvement of the approach channel lay-out as well as deepening the entrance to 14 m below datum are under consideration. Field and model investigations have been designed for this purpose.
机译:Rio Grande海港位于Lagoa dos Patos(9910平方公里)和Lagoa Mirim(3770平方公里)的出口内。南里奥格兰德州的大部分河流(不是乌拉圭河的支流)流入两个泻湖,后者通过北运河排入无潮海域。洪水流量可能超过20,000立方英尺。出口位于多沙的海岸,沿两个海岸线都沿岸漂移。出口的时间历史可以分为三个时期。在防波堤施工之前,钢筋在布置,位置和控制深度方面极为不稳定。后者的范围从2.5到7 m。从1911年到1916年,建造了两个4公里长的碎石丘防波堤。他们将入口航道加深到8-10 m,但由于进一步的海上航行产生了新的障碍,导致进近航道的航行条件令人反感。由于防波堤工程进入海中,因此之前没有进行过挖泥作业,因此在两个防波堤之间总共挖出了100万立方米的水,然后将其排放到海上以建造新的钢筋。直到1962年才通过挖泥获得了一些改善。正在考虑对引航道布局的改进以及将入口加深至基准面以下14 m的考虑。为此进行了现场和模型调查。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号