摘要
铃铛口拦河闸位于沭河的支流浔河上,闸址区域地质构造稳定性较差,地震基本烈度为Ⅷ度。通过对铃铛口拦河闸闸址区地质状况进行勘察,对闸址区地形地貌、地层岩性、地质结构、水文地质、地震、闸基渗透稳定性进行了分析和评价。
Lingdangkou Sluice is located on the Xunke River,a tributary of Shuhe River,The geological structure stability of the sluice site is poor,and the basic seismic intensity is VIII.Through the investigation of the geological conditions of Lingdangkou Sluice site,the landform,formation lithology,geological structure,hydrogeology,earthquake and seepage stability of the sluice foundation are analyzed and evaluated.
作者
张继山
高雪
孟凡成
ZHANG Jishan;GAO Xue;MENG Fancheng(Junan County Water Conservancy Comprehensive Guarantee Center,Linyi Shandong 276600;Junan County Xingyu Water Conservancy Construction Engineering Co.,Ltd.,Linyi Shandong 276600)
出处
《河南科技》
2021年第35期143-145,共3页
Henan Science and Technology
关键词
铃铛口拦河闸
工程地质
评价
Lingdangkou Sluice
engineering geology
evaluate
