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分水江流域半分布式洪水预报实践

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分水江属钱塘江水系,是钱塘江下游左岸最大支流,流域面积3 444 km2,主流全长164.2 km.洪水预报将分水江流域划分成 48个子流域单元,以半分布式新安江模型进行产汇流计算,通过分水江流域拓扑结构以马斯京根模型进行逐级演算,对分水江水库等 4座大中型水库及 10个重点预报断面进行洪水预报,并通过SCE-UA算法进行参数调优.在分布式洪水预报过程中,通过已率定断面的流域特征值及率定结果,采用多元回归法的参数移植方案,逐级演算后,分水江水库的 44场洪水的合格率为 100%,模拟误差均在许可误差内,确定性系数均在0.7以上,其中0.9以上19场,洪水预报方案满足乙级精度标准.
Practice of Semi-distributed Flood Forecasting in Fenshui River Basin
Fenshui River belongs to the Qiantang River system,and it is the largest tributary of the left bank of the lower reaches of the Qiantang River.The basin area is 3 444 km2,and the mainstream length is 164.2 km.The flood forecast divides the Fenshui River Basin into 48 sub-basin units,and calculates the runoff and confluence with the semi-distributed Xin'anjiang model.Through the topological structure of the Fenshui River Basin,the Muskingum model is used to calculate the flood forecast of 4 large and medium-sized reservoirs such as the Fenshuijiang Reservoir and 10 key forecast sections,and the SCE-UA algorithm is used to optimize the parameters.In the process of distributed flood forecasting,the parameter transplantation scheme of multiple regression method is adopted through the basin eigenvalue and calibration results of the calibrated section.After step-by-step calculation,the qualified rate of 44 floods in Fenshuijiang Reservoir is 100%,and the simulation error is within the allowable error.The deterministic coefficient is above 0.7,of which 19 are above 0.9,and the flood forecasting scheme meets the B-level accuracy standard.

flood forecastingsemi-distributed Xin'anjiang modeltopological relationship of watershedmultiple regression methodparameter transplantation

沈鹏飞、柯尔瓦、刘风雨、龚凯、杨丽丽

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杭州市水利发展规划研究中心(杭州市林业水利事务保障中心),浙江 杭州 310020

中国联合网络通信有限公司杭州市分公司,浙江 杭州 310006

云粒智慧科技有限公司,北京 100037

北京合源科技有限公司,北京 100086

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洪水预报 半分布式新安江模型 流域拓扑关系 多元回归法 参数移植

浙江省水利科技项目

RA2204

2024

浙江水利科技
浙江省水利河口研究院 浙江省水利学会

浙江水利科技

影响因子:0.294
ISSN:1008-701X
年,卷(期):2024.52(2)
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