摘要
某灌区位于某市西北部,黄河南岸,渠首提灌站位于黄河南岸邙山脚下,水源为黄河水,渠道建于20世纪60年代,为中型灌区。文章根据对工程有直接影响的主要有几条断裂、新构造分区以及地震活动及地震基本烈度进行区域构造稳定性分析,总体评价项目区区域构造稳定较好。
An irrigation area is located in the northwest of a city,the south bank of the Yellow River.The canal head pumping station is located at the foot of Mangshan Mountain on the south bank of the Yellow River.The water source the irrigation area is the Yellow River water.The canal was built in the 1960s.The irrigation area is medium-sized.According to several major faults,neotectonic zones,seismic activity and basic seismic intensity that have direct impact on the project,the regional structural stability is analyzed.The overall assessment shows that the regional tectonic stability of the project area is good.
作者
刘胜利
LIU Shengli(Hongxiang Construction Engineering Management CO.LTD.,Zhengzhou 450000,China)
出处
《河南水利与南水北调》
2023年第2期116-117,共2页
Henan Water Resources & South-to-North Water Diversion
关键词
灌区
地质构造
稳定性
评价
irrigation area
geological structure
stability
evaluation
