四川省北川县正河流域山洪泥石流危险性分析OA
Risk analysis of flood and debris flow in the Zhenghe River Basin of Beichuan County in Sichuan Province
受暴雨、松散固体物源、临河滑坡体等多因素影响,山区河流频繁发生山洪泥石流,其挟带的泥沙石块、漂木等杂物淤堵路基桥涵,常放大山洪灾害量级,严重困扰山洪灾害防御工作.本文以四川省北川县正河流域山洪泥石流灾害调查为基础,结合洪水类型和桥涵阻水特性,采用数值模拟方法探究了6种灾害情景的山洪泥石流过程、最大流深和流速特征,引入动力因子v2d(v为流速,d为流深)作为建筑物承灾体外荷载作用强度指标,评估其危险性等级并划分山洪泥石流危险区域.结果表明,6种模拟情景的山洪泥石流最大流深和流速空间分布差异较大,桥涵堵塞情景下山洪泥石流模拟与实测洪痕泥深相差最小;危险性等级可较好表征建筑物实际受损程度;流量放大效应及路基桥涵堵塞壅水导致主流改道是灾害规模放大的主要原因.研究成果可为山区防灾减灾规划、建筑物位置和结构型式论证、临时转移避险点选择及隐患排查等灾害防治工作提供参考.
Flood and debris flow occur frequently in mountain streams-due to multiple factor such as landslides,loose solids,and heavy rainfall.Their carrying of sediment,rocks,driftwood,and other debris obstructs road embankment and bridge culverts,amplifying the magnitude of flood disasters and seriously troubling flood prevention efforts.Based on the investigation of flash flood and debris flow disasters in the Zhenghe River basin of Beichuan County in Sichuan Province and by combing the types of floods and the debris jam characteristics of culverts,the pro-cess of floods and debris flow,as well as the maximum flow depth and flow velocity characteristics under six disaster scenarios,are investigated using numerical simulation approach.The dynamic factor v2d(where v is the flow velocity and d the flow depth),is introduced as an index of the intensity of the external load acting on buildings or disaster-bearing bodies to divide floods and debris flow risk zones and determine the level of hazard.The findings demonstrate that there are significant differences in the spatial distribution of the maximum depth and flow velocity under the six simulation scenarios of flood and debris flow.The scenario of culvert blockage has the smallest difference between simulated and measured flood marks in mud depth.The hazard grades can well represent the actual degree of damage to buildings the amplification effect of flow and the diversion of the main flow caused by the blockage of road embank-ment and bridge culverts are the main reasons for the amplification of disaster-affected areas.The research results can provide an important reference for disaster prevention and reduction planning in mountainous areas,the assessment of building location and structural type,the selection of temporary safe evacuation sites,and potential risk investiga-tion,etc.
田壮显;孙东亚;王协康;李昌志;姚秋玲
中国水利水电科学研究院,北京 100038||水利部防洪抗旱减灾工程技术研究中心,北京 100038中国水利水电科学研究院,北京 100038||水利部防洪抗旱减灾工程技术研究中心,北京 100038四川大学 山区河流保护与治理全国重点实验室,四川 成都 610065中国水利水电科学研究院,北京 100038||水利部防洪抗旱减灾工程技术研究中心,北京 100038中国水利水电科学研究院,北京 100038||水利部防洪抗旱减灾工程技术研究中心,北京 100038
建筑与水利
山区河流山洪泥石流承灾体路基桥涵危险性评价
mountain streamflood and debris flowdisaster-bearing bodiesroad embankment and bridge culvertrisk assessment
《中国水利水电科学研究院学报(中英文)》 2026 (3)
333-342,10
国家自然科学基金重点项目(52239006)
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