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气象:2026,52(6):702-712
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基于分布式水文模型的潮白河流域“25·7”洪水模拟
包红军,曾思海,王建文,运晓博,林建,张博,李致家,栾承梅,王蒙,许凤雯
(国家气象中心,北京 100081; 中国气象局武汉暴雨研究所全国暴雨研究中心,武汉 430205; 中国气象局水文气象重点开放实验室,北京 100081; 洪涝灾害风险预警与防控应急管理部重点实验室,南京 210098; 河海大学水文水资源学院,南京 210098; 南京信息工程大学水文水资源工程学院,南京 210044; 江苏省水文水资源勘测局,南京 210029)
Simulation of the July 2025 Flood in Chaobai River Basin Based on Distributed Hydrological Model
BAO Hongjun,ZENG Sihai,WANG Jianwen,YUN Xiaobo,LIN Jian,ZHANG Bo,LI Zhijia,LUAN Chengmei,WANG Meng,XU Fengwen
(National Meteorological Centre, Beijing 100081; Heavy Rainfall Research Center of China, Institute of Heavy Rain, CMA, Wuhan 430205; CMA Hydro Meteorology Key Laboratory, Beijing 100081; Key Laboratory of Flood Disaster Risk Warning, Prevention and Mitigation, Ministry of Emergency Management, Nanjing 210098; College of Hydrology and Water Resources, Hohai University, Nanjing 210098; School of Hydrology and Water Resources, Nanjing University of Information Science and Technology, Nanjing 210044; Hydrology and Water Resources Investigation Bureau of Jiangsu Province, Nanjing 210029)
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投稿时间:2025-10-15    修订日期:2026-01-13
中文摘要: 2025年7月下旬,潮白河流域发生1959年以来最大洪水。文章基于分布式水文模型构建潮白河流域洪水模拟模型,并对流域“25·7”区域性大洪水特征进行分析。分别选取白河张家坟水文断面、潮河下会水文断面、清水河葡萄园水文断面,建立基于GMKHM分布式水文模型的流域洪水模拟模型。GMKHM分布式水文模型采用中国气象局区域气象站逐小时降水观测产品作为强迫输入,引入径流曲线数和地形指数发展基于DEM栅格的蓄超产流模型,并在分水源计算中增加补给深层地下水模块。结果表明,GMKHM分布式水文模型在白河张家坟断面和潮河下会断面,洪峰流量相对误差分别为-1.8%和-4.0%,确定性系数分别达到0.87和0.89;在清水河葡萄园断面,洪峰流量相对误差为0.9%,确定性系数达到0.92;潮白河流域“25·7”大洪水模拟精度优良。
Abstract:In late July 2025, Chaobai River Basin experienced the most serious flood disaster since 1959. In this paper, a flood simulation and forecasting model is developed for Chaobai River Basin based on a distributed hydrological model to retrospectively analyze the characteristics of the July 2025 regional flood in this basin. The Zhangjiafen hydrometrical cross-section of the Baihe River, the Xiahui hydrometrical cross-section of the Chaohe River, and the Putaoyuan hydrometrical cross-section of the Qingshui River are taken for testing hydrological sections, and a basin flood simulation and forecasting model is developed based on GMKHM distributed hydrological model. The GMKHM model adopts hourly precipitation observation data from CMA regional meteorological stations as forcing input, introduces runoff curve numbers and topographic indices to develop a DEM-based over-storage runoff production model, and has a module of recharging deep groundwater added in the calculation of water source separation. The results show that the peak discharge simulation errors are -1.8% and -4.0% respectively for the Zhangjiafen hydrometrical cross-section of the Baihe River and the Xiahui cross-section of the Chaohe River under the GMKHM distributed hydrological model. The model determination coefficient is 0.87 for the Zhangjiafen hydrometrical cross-section and 0.89 for the Xiahui hydrometrical cross-section. For the Putaoyuan hydrometrical cross-section of the Qingshui River, the peak discharge error is 0.9% and the determination coefficient reaches 0.92. Overall, the GMKHM distributed hydrological model performs well in simulating the July 2025 flood event in the Chaobai River Basin.
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基金项目:全国暴雨研究开放基金(BYKJ2024Z11)、中国气象局创新发展专项(CXFZ2025J015)、青海省重大科技专项(2024 SF A1)、中国气象局水文气象重点开放实验室开放课题(23SWQXM040、23SWQXZ012、23SWQXM039)、国家重点研发计划(2018YFC1508102)、国家自然科学基金项目(41775111)、新疆维吾尔自治区重点研发任务专项(2022B03027 3)、洪涝灾害风险预警与防控应急管理部重点实验室项目(2024 2)和中国气象局流域水文气象预报青年创新团队(CMA2023QN09)共同资助
Author NameAffiliation
BAO Hongjun National Meteorological Centre, Beijing 100081 Heavy Rainfall Research Center of China, Institute of Heavy Rain, CMA, Wuhan 430205 CMA Hydro Meteorology Key Laboratory, Beijing 100081 Key Laboratory of Flood Disaster Risk Warning, Prevention and Mitigation, Ministry of Emergency Management, Nanjing 210098 College of Hydrology and Water Resources, Hohai University, Nanjing 210098 School of Hydrology and Water Resources, Nanjing University of Information Science and Technology, Nanjing 210044 
ZENG Sihai College of Hydrology and Water Resources, Hohai University, Nanjing 210098 
WANG Jianwen School of Hydrology and Water Resources, Nanjing University of Information Science and Technology, Nanjing 210044 
YUN Xiaobo National Meteorological Centre, Beijing 100081 CMA Hydro Meteorology Key Laboratory, Beijing 100081 Key Laboratory of Flood Disaster Risk Warning, Prevention and Mitigation, Ministry of Emergency Management, Nanjing 210098 
LIN Jian National Meteorological Centre, Beijing 100081 CMA Hydro Meteorology Key Laboratory, Beijing 100081 
ZHANG Bo National Meteorological Centre, Beijing 100081 CMA Hydro Meteorology Key Laboratory, Beijing 100081 
LI Zhijia College of Hydrology and Water Resources, Hohai University, Nanjing 210098 
LUAN Chengmei Hydrology and Water Resources Investigation Bureau of Jiangsu Province, Nanjing 210029 
WANG Meng National Meteorological Centre, Beijing 100081 CMA Hydro Meteorology Key Laboratory, Beijing 100081 Key Laboratory of Flood Disaster Risk Warning, Prevention and Mitigation, Ministry of Emergency Management, Nanjing 210098 
XU Fengwen National Meteorological Centre, Beijing 100081 CMA Hydro Meteorology Key Laboratory, Beijing 100081 Key Laboratory of Flood Disaster Risk Warning, Prevention and Mitigation, Ministry of Emergency Management, Nanjing 210098 
引用文本:
包红军,曾思海,王建文,运晓博,林建,张博,李致家,栾承梅,王蒙,许凤雯,2026.基于分布式水文模型的潮白河流域“25·7”洪水模拟[J].气象,52(6):702-712.
BAO Hongjun,ZENG Sihai,WANG Jianwen,YUN Xiaobo,LIN Jian,ZHANG Bo,LI Zhijia,LUAN Chengmei,WANG Meng,XU Fengwen,2026.Simulation of the July 2025 Flood in Chaobai River Basin Based on Distributed Hydrological Model[J].Meteor Mon,52(6):702-712.