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STABILISATION OF THE APPROACH CHANNEL TO THE CONTAINER TERMINAL IN BREMERHAVEN

机译：稳定到布莱默汉集装箱码头的方法通道

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Substantial sand extractions from the Outer Weser between Weser-km 67 and 87 were necessary for the extension of the Container Terminal CT III in Bremerhaven (fig. 1) It was the aim of a monitoring programme to examine the morphological changes and the ecological effects caused by dredging activity on the Weser bottom. Five new groynes taking off from the guiding wall at Robbenplate were built between 1987 and 1992 to stabilise the fairway of the Outer Weser. The unsuitable building ground at the site of the Container Terminal extension had to be exchanged and was dumped in the groyne fields. The following contribution will report of the influences of the constructional measures along the guiding wall at Robbenplate that are superimposed on the dumpings in the groyne fields and on the sand extractions from the Weser Fairway for the construction of CT III.
机译：来自Weser-km 67和87之间的外部润盘的大量砂提取是在布勒形留下的容器末端CT III（图1）中的延伸（图1）是监测程序的目的，以检查形态变化和造成的生态效应通过疏浚Weser底部的活动。在1987年至1992年间建造了从罗比板的引导墙壁起飞的五个新格罗恩斯，以稳定外部润索器的球道。必须交换集装箱终端延伸部位的不合适的建筑物，并倾倒在群体领域。以下贡献将报告建筑措施沿着罗比板的引导壁的影响，这些墙板叠加在林田领域的浇口和来自Weser球道的砂喷涂以进行CT III的构建。

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