首页|不同来水流量下黄土堰塞坝溃口展宽历程的水槽试验研究

不同来水流量下黄土堰塞坝溃口展宽历程的水槽试验研究

扫码查看
黄土在水流作用下容易遭受侵蚀,不同流量的来水对黄土堰塞坝的溃决过程和溃口扩展方式有显著影响.该文通过一系列水槽实验,流量分别为0.6 L/s、0.8 L/s、1.0 L/s、1.2 L/s和1.5 L/s,得到以下结论:①当来水流量Q≤1.0 L/s时溃口展宽为短暂历程,经历溃口贯通一个过程;来水流量Q>1.0 L/s时溃口展宽为完整历程,经历溃口贯通、快速发展、稳定三个过程;②溃口快速发展阶段中,侵蚀深度和坡角控制着溃口两侧土体的稳定性,坝顶溃口形态以及溃决流量的变化反映侵蚀方向和强度的变化;③黄土的水敏性促进了管涌现象的出现,使得坝体内部侵蚀更为剧烈,导致溃口展宽出现短暂历程;④完整历程模式下洪水迅速强烈地冲击下游,而短暂历程模式需要持续稳定的应急措施来应对洪水风险.能够为黄土堰塞坝的溃决机理和防治措施提供参考支持.
Flume Test Study on the Breach Widening Process of Loess Landslide Dams under Different Upstream Water Inflow Flows
Due to the loess landslide dams are prone to erosion damage when encountering water,different income water flow rates have a great influence on the evolution mode of loess landslide dam failure,especially the form of dam fail-ure widening.In order to investigate the influence of different incoming water flow rates on the breach widening course of Loess landslide dams,a series of flume tests with different incoming water flow rates(0.6 L/s,0.8 L/s,1.0 L/s,1.2 L/s and 1.5 L/s)are set up,and the results are as follows:①Loess landslide dams breach widening under different incoming water flow rates is divided into two modes,transient course and complete course,when the incoming water flow rates Q≤1.0 L/s,the breach widening is a transient course,experiencing a process of breach penetration;when the incoming water flow rates Q>1.0 L/s,the breach widening is a complete course,experiencing three processes,such as the stage of breach penetration,the stage of rapid development,and the stage of stability;②The rapid development stage of breach widening is the main process in the complete course of breach widening mode,the erosion depth and slope angle control the stability of the soil body on both sides of the breach,the shape of the dam top breach and the changes in the flow rate of the breach reflect the change of the direction and strength of the erosion in the process;③The water sensitivity of the loess pro-motes the emergence of pipe surges to a certain extent,which makes the erosion inside the dam body more intense and leads to a transient course of breach widening;④The impact of downstream flooding varies between breach spreading modes,with floodwaters striking downstream quickly and strongly in the full-course mode,while the short-course mode requires a continuous and stable emergency response to deal with the flood risk.The study results could provide reference support for the failure mechanism and prevention measures of the loess landslide dams.

loess landslide damincome water flow ratebreach widening processerosion characteristicsflume test

焦其宪、马鹏辉、吴靓、彭建兵、李泽坤、韩宁、陈立森、冉林

展开 >

长安大学 地质工程与测绘学院,陕西 西安 710054

青海省地质环境监测总站,青海 西宁 810008

黄土堰塞坝 来水流量 溃口展宽 侵蚀特征 水槽试验

2025

灾害学
陕西省地震局

灾害学

北大核心
影响因子:1.548
ISSN:1000-811X
年,卷(期):2025.40(1)