摘要
：１９９５ 年河津市龙门山麓发生特大暴雨洪水，对黄河禹门口提水工程二级干渠边山渠段及部分建筑物造成破坏。本文在分析该工程水毁原因和处理措施的基础上，对如何进行边山渠道设计提出了几点见解。
The condition of the second stage of main canal in Yumenkou lifting project damaged by the flood in 1995 is introduced,its causes are also analysed.In the view of this,several proposals on design of side hill canal are given finally.
出处
《山西水利科技》
1999年第S1期8-9,共2页
Shanxi Hydrotechnics
