nav emailalert searchbtn searchbox tablepage yinyongbenwen piczone journalimg journalInfo journalinfonormal searchdiv searchzone qikanlogo popupnotification paper paperNew
中小流域洪峰对降雨时空分布特征的响应研究:以永定河中游为例
基金项目(Foundation): 国家自然科学基金联合基金重点项目(U2340204); 国家自然科学基金青年基金项目(52109084,52409095)
邮箱(Email): caolk@ncepu.edu.cn
DOI:
发布时间: 2026-09-02
出版时间: 2026-09-02
网络发布时间: 2026-09-02
移动端阅读
摘要:

【目的】中小流域地形复杂,且极端降雨事件频发,致使其洪峰突发性强、时空响应机制复杂,是目前洪水风险管理中的薄弱环节。其中,降雨历时、强度和暴雨中心位置等降雨时空特征是驱动洪峰形成的关键因素,系统量化降雨时空分布特征对洪峰流量的影响,可为中小流域洪水风险管理提供科学依据。【方法】以永定河中游(官厅水库—卢沟桥段)为例,基于2023年洪水资料,采用HEC-HMS模型,系统模拟了45种降雨情景(3种历时、3种重现期与5种暴雨中心位置),构建暴雨地形综合指数(Comprehensive Storm-Terrain Index, CSTI)定量分析降雨时空特征对洪峰流量的影响。【结果】结果显示:短历时暴雨(24h)下,重现期50a时暴雨中心从上游移至下游,洪峰流量增幅可达603%;中上游清水涧子流域100a时,洪峰流量较暴雨中心位于出口的情景高16%;长历时降雨(48h/72h)下,洪峰流量受暴雨中心位置影响的空间变幅仅为4%~8%。【结论】结果表明:(1)短历时暴雨下,洪峰受暴雨中心位置控制显著,中上游清水涧子流域受地形与暴雨中心位置耦合影响最为显著,为洪峰放大高潜力区;(2)长历时降雨下,洪峰形成机制由多支流汇流相位叠加主导,洪峰流量受暴雨中心位置影响较小。研究成果可为永定河防洪为代表的中小流域“四预”体系提供差异化的雨量预警依据。

Abstract:

[Objective] Small- and medium-sized watersheds are characterized by complex terrain and frequent extreme rainfall events, resulting in sudden flood peaks and complex spatiotemporal response mechanisms. Therefore, they represent weak links in current flood risk management. Spatiotemporal rainfall characteristics such as duration, intensity, and storm center location are key factors driving the formation of flood peaks. Systematically quantifying the influence of spatiotemporal rainfall distribution on flood peak discharge can provide a scientific basis for flood risk management in small- and medium-sized watersheds. [Methods] The middle reaches of the Yongding River (from Guanting Reservoir to Lugou Bridge) were taken as the study area, and the 2023 flood data and the HEC-HMS model were used to systematically simulate 45 rainfall scenarios (three durations, three return periods, and five storm center locations). A comprehensive storm-terrain index (CSTI) was established to quantitatively analyze the influence of spatiotemporal rainfall characteristics on flood peak discharge. [Results] The results showed that under short-duration storms (24 h) with a 50-year return period, the flood peak discharge increased by up to 603% when the storm center shifted from upstream to downstream. For the Qingshuijian sub-basin in the middle and upper reaches, under the 100-year return period scenario, the flood peak discharge was 16% higher than that when the storm center was located at the outlet. Under long-duration rainfall (48 h/72 h), the spatial variation range of flood peak discharge affected by the storm center location was only 4%~8%. [Conclusion] The results indicate that: (1) under short-duration storms, the flood peak is significantly controlled by the storm center location. The Qingshuijian sub-basin in the middle and upper reaches is most affected by the coupling effect of terrain and storm center location, making it a high-potential zone for flood peak amplification. (2) Under long-duration rainfall, the formation mechanism of the flood peak is dominated by the phase superposition of multi-tributary confluence, and the flood peak discharge is less affected by the storm center location. The findings can provide a differentiated rainfall warning basis for the “Four-Pre” (Forecasting, Early Warning, Simulation, and Preparedness) system for flood control in small- and medium-sized watersheds, as exemplified by the Yongding River.

参考文献

[1] 徐禾禾, 刘夙睿, 陈健斌, 等. 河南“7·20”暴雨洪水影响下黄河口水文特征变化[J]. 海洋地质前沿, 2025, 41(2): 78-91.

[2] 车海伦, 李华林, 张帆, 等. 随机森林模型解析极端暴雨洪峰流量驱动要素: 以北京 “23·7” 暴雨为例[J]. 北京林业大学学报, 2025, 47(1): 51-62.

[3] 张玉洁, 刘军梅, 张建涛, 等. 永定河流域“23·7”降雨时空分布特征[J]. 北京水务, 2025(1): 42-48.

[4] 梁峰铭, 谭超, 黄锋华, 等. 基于K-means聚类的降雨时空特征提取对水文模型预测结果的影响[J]. 水利水电技术(中英文), 2026, 57(1): 192-204.

[5] FISCHER S, PAHLOW M, SINGH S K. Impact of catchment and climate attributes on flood generating processes and their effect on flood statistics[J]. Journal of Hydrology, 2025, 646: 132361.

[6] VOVK L, ZHUK V. Stormwater hydrographs from the highly urbanized catchment for synthetic rainfalls with linear patterns[J]. Journal of Hydroinformatics, 2025, 27(2): 261-274.

[7] GAO Y Q, TAN X L, LIU Y P, et al. Combined effects of future urban development and rainfall patterns on flood characteristics in the Qinhuai River basin[J]. Urban Climate, 2025, 59: 102256.

[8] 董美君, 侯精明, 方媛, 等. 不同降雨集中度下流域干支流洪水全过程模拟[J]. 水资源与水工程学报, 2024, 35(3): 90-99.

[9] 黎鹏, 侯精明, 李辰智, 等. 空间异质性极端降雨模式分布对洪水过程影响研究[J]. 水文, 2025, 45(2): 9-14.

[10] IMRAN M, HOU J M, WANG T, et al. Flood characteristics and risk analysis in small watersheds on the Loess Plateau under extreme heavy rainfall[J]. Natural Hazards, 2025, 121(6): 6857-6878.

[11] LEE K T, CHIEN T C, YU W S, et al. Evaluating design rainstorm durations for urban flood control[J]. Earth, 2025, 6(2): 53.

[12] ÁMON G, BENE K. Impact of different rainfall events on overland flow using a 2D hydrodynamical model on a steep-sloped watershed[J]. Chemical Engineering Transactions, 2023, 107: 175-180.

[13] 许文德,白爱娟,张煜轩. 泾河流域降水-径流关系与径流预测研究[J/OL]. 水利水电技术(中英文), (2026-01-07)[2026-03-28].

[14] ZIAEE P, ABEDINI M J. Investigating the effect of spatial and temporal variabilities of rainfall on catchment response[J]. Water Resources Management, 2023, 37(13): 5343-5366.

[15] CHEN G Z, HOU J M, WANG T, et al. Analysis of the effect of rainfall center location on the flash flood process at the small basin scale[J]. Journal of Water and Climate Change, 2024, 15(2): 652-668.

[16] GAO S, FANG Z N. Investigating hydrologic responses to spatio-temporal characteristics of storms using a Dynamic Moving Storm generator[J]. Hydrological Processes, 2019, 33(21): 2729-2744.

[17] 王亦尘, 杜龙刚, 季明锋, 等. 永定河历史沿革及洪水变化规律分析[J]. 北京水务, 2023(6): 34-39.

[18] 马强, 王浩雯, 张珂健, 等. 基于“23? 7”特大洪水的永定河系数字孪生流域防洪模型构建[J]. 水资源保护, 2025, 41(3): 75-82.

[19] 北京市水利局. 北京市水文手册 第一分册 暴雨图集[M]. 北京: 北京市水利局, 1999.

[20] City of Saskatoon. Design and Development Standards Manual: Section Six Storm Water Drainage System[M]. Version 17. Saskatoon: City of Saskatoon.

[21] OLEYIBLO J O, LI Z J. Application of HEC-HMS for flood forecasting in Misai and Wan’an catchments in China[J]. Water Science and Engineering, 2010, 3(1): 14-22.

[22] 张珊珊, 王江婷, 徐征和. 基于HEC-HMS的小流域山洪雨量预警[J]. 中国农村水利水电, 2019(7): 40-44.

[23] JAM-JALLOH S U, LIU J, WANG Y C, et al. Coupling WRF with HEC-HMS and WRF-Hydro for flood forecasting in typical mountainous catchments of northern China[J]. Natural Hazards and Earth System Sciences, 2024, 24(9): 3155-3172.

[24] REN D F, CAO A H. Precipitation–runoff simulation in Xiushui river basin using HEC–HMS hydrological model[J]. Modeling Earth Systems and Environment, 2023, 9(2): 2845-2856.

[25] MO C X, WANG Y F, RUAN Y L, et al. The effect of karst system occurrence on flood peaks in small watersheds, southwest China[J]. Hydrology Research, 2021, 52(1): 305-322.

[26] 何畅烨, 林凯荣, 罗威, 等. 广州市车陂涌城市雨洪模拟模型构建[J]. 水利水电技术(中英文), 2025, 56(6): 90-100.

[27] MOCKUS V. SCS National Engineering Handbook, Section 4: Hydrology[M]. Washington: Soil Conservation Service, 1972.

[28] GAMBINI E, CEPPI A, RAVAZZANI G, et al. An empirical rainfall threshold approach for the civil protection flood warning system on the Milan urban area[J]. Journal of Hydrology, 2024, 628: 130513.

[29] 吕小余, 李占玲, 李昕潼, 等. 基于3种降水产流方案的洪水过程模拟研究: 以西南地区孙水河流域为例[J]. 西北大学学报(自然科学版), 2024, 54(3): 366-377.

[30] 马天航, 丁锐, 黄尔, 等. 基于HEC-HMS模型的通口河流域洪水预警研究[J]. 水利水电技术(中英文), 2021, 52(12): 80-89.

[31] 赵永超, 王加虎, 梁菊平, 等. HEC-HMS模型在紫荆关流域水文模拟中的应用[J]. 水电能源科学, 2017, 35(12): 10-13.

[32] WU M, GAO Y Q, LIU Y P, et al. Application and effect evaluation of different optimization algorithms in distributed hydrological model[J]. Journal of Hydrology: Regional Studies, 2025, 58: 102207.

[33] LOPES S, FRAGOSO M, REIS E. Rainfall analysis in mountain streams affected by torrential floods on Madeira Island, Portugal[J]. Natural Hazards and Earth System Sciences, 2025, 25(9): 3109-3123.

[34] YANG P, XU Z X, YAN X F, et al. Establishing a rainfall dual-threshold for flash flood early warning considering rainfall patterns in mountainous catchment, China[J]. Natural Hazards, 2024, 120(7): 6657-6684.

[35] PONZIANI F, PANDOLFO C, STELLUTI M, et al. Assessment of rainfall thresholds and soil moisture modeling for operational hydrogeological risk prevention in the Umbria region (central Italy)[J]. Landslides, 2012, 9(2): 229-237.

[36] CHEN G Z, HOU J M, HU Y, et al. Simulated investigation on the impact of spatial–temporal variability of rainstorms on flash flood discharge process in small watershed[J]. Water Resources Management, 2023, 37(3): 995-1011.

[37] 陈桂煌, 谭倩, 朱志华, 等. 自然状态下流域洪峰对降雨时空异质性的响应规律[J]. 水资源与水工程学报, 2022, 33(5): 88-95.

[38] MENG D S, LIAO Y X, DENG Z F, et al. Spatially moving non-uniform rainstorms may exacerbate urban flooding disasters[J]. Journal of Hydrology, 2025, 660: 133374.

基本信息:

中图分类号:TV122.5

引用信息:

[1]苗蔚,曾博洋,张尚弘,等.中小流域洪峰对降雨时空分布特征的响应研究:以永定河中游为例[J].水利水电技术(中英文)().

基金信息:

国家自然科学基金联合基金重点项目(U2340204); 国家自然科学基金青年基金项目(52109084,52409095)

发布时间:

2026-09-02

出版时间:

2026-09-02

网络发布时间:

2026-09-02

引用

GB/T 7714-2015 格式引文
MLA格式引文
APA格式引文
检 索 高级检索