人民长江
• 论文 • 上一篇 下一篇
刘若星 钟启明 霍家平
出版日期:
发布日期:
Online:
Published:
摘要: NWS BREACH模型是目前国内外模拟土石坝或堰塞坝漫顶及管涌破坏最常用的数学模型。基于唐家山堰塞坝的实测资料,建立了唐家山堰塞坝漫顶泄流过程数学模型,并通过现场监测得到的流量过程和库水位变化资料验证了所建立模型的合理性。对模型中的重要参数进行了敏感性分析,研究了坝料平均粒径、冲蚀率、下游坝坡坡比3个参数对模型计算结果的影响,表明坝料冲蚀率和下游坝坡坡比对泄流过程影响显著。研究成果对堰塞坝除险和洪水风险评估具有指导意义。
关键词: NWS BREACH模型, 唐家山堰塞坝, 泄流模拟, 敏感性分析
Abstract:
NWS BREACH model is the most prevalent mathematic model for simulating overtopping and piping failure of earth-rock dam and barrier dam at home and abroad. Based on the measured data of Tangjiashan barrier dam, a mathematical model simulating the overtopping discharge process is put forward, and its rationality is validated through the monitored data of flow hydrograph and variation of water level. Sensitivity analysis of the pivotal parameters is carried out, the influence on calculation results from the variation of mean diameter, erodibility and downstream slope ratio is studied, it is demonstrated that the erodibility and downstream slope ratio have significant influence on the discharge process. The research results have guiding significance for risk elimination and flood risk assessment of barrier dams.
Key words: NWS BREACH model, Tangjiashan barrier dam, discharge simulation, sensitivity analysis
刘若星 钟启明 霍家平. 基于NWS BREACH的唐家山堰塞坝泄流过程模拟[J]. 人民长江, doi: 10.16232/j.cnki.1001-4179.2016.03.022.
0 / / 推荐
导出引用管理器 EndNote|Ris|BibTeX
链接本文: http://www.rmcjzz.com/CN/10.16232/j.cnki.1001-4179.2016.03.022
http://www.rmcjzz.com/CN/Y2016/V47/I3/88