用岩块放大法模拟岩基冲刷的试验研究  

Test research on simulating rock scour by amplified rock block method

作　　者：陈忠儒[1] 陈义东[1] 程子兵[1] 

机构地区：[1]长江科学院水工研究所,湖北武汉430010

出　　处：《长江科学院院报》2001年第1期1-5,19,共6页Journal of Changjiang River Scientific Research Institute

摘　　要：丹江口堰顶溢流坝下游河床 ,由于受基岩构造特性的影响 ,产生较大的冲刷。为了论证原型观测成果 ,模型利用岩块放大法 ,采用 4种不同粒径松散碎石的动床试验 ,对坝下游河床的冲刷 ,进行了复演试验。试验表明 :冲坑深度当模型动床碎石换算粒径比原型冲坑冲出的块石粒径大 ,(约 2 .2 5倍 )时 ,原型和模型能吻合 ,但冲刷坑的形状 。River bed in the downstream of spillweir of Dangjiangkou Project has produced intensive scour owing to the effect of fracture properties of foundation rock. For examining the field observation results,the reproductive tests were performed for river bed scour in the downstream of the dam by using amplified rock block method with four kinds of crushed stones of different particle sizes. The results showed that the depths of scour holes in prototype and in model are close to each other when the model converted particle size is about 2.25 times larger than that of prototype.

关 键 词：原型观测 复演试验 堰顶溢流坝 岩基冲刷 

分 类 号：TV147.3[水利工程—水力学及河流动力学]