摘要
丁坝的布置方法直接影响到工程的效果,其关键是利用丁坝的坝后回流区。本文通过理论分析和水槽实验,提出了两岸丁坝在适当错口布置时整治范围增大的看法。获得了错口距离的最优值、极限值。错口坝的回流长度与宽度,回流与主流的分界边线的计算公式,计算结果与实验值吻合较好。
The engineering effect is affected directly by layout of groins. Based on the theoretical analyse and the experiment, it is given in the paper that the training effect can be improved by layout selection of groins along river. The optimum and the limit alternate space, the recircu-lating flow length, the width, the boundary line of recirculating flow can be calculated by the formula given in the pater. The calculating result is in good agreement with the experiment data.
出处
《水道港口》
1995年第3期27-33,共7页
Journal of Waterway and Harbor
关键词
丁坝
错口距离
河道整治
最估值
极限值
opposite groins alternate groins recirculating flow length optimum alternate space limit alternate space