The applicability of real-time flood forecasting correction techniques coupled with the Muskingum method

被引:6
|
作者
Yang, Ruixiang [1 ,2 ,3 ]
Hou, Baodeng [1 ]
Xiao, Weihua [1 ]
Liang, Chuan [2 ]
Zhang, Xuelei [1 ]
Li, Baoqi [1 ]
Yu, Haiying [2 ,4 ]
机构
[1] China Inst Water Resources & Hydropower Res, State Key Lab Simulat & Regulat Water Cycle River, Beijing, Peoples R China
[2] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Coll Water Resource & Hydropower, Chengdu, Peoples R China
[3] Minist Water Resources, Pearl River Comprehens Technol & Network Informat, Guangzhou, Peoples R China
[4] Sichuan Normal Univ, Engn Coll, Chengdu, Peoples R China
来源
HYDROLOGY RESEARCH | 2020年 / 51卷 / 01期
基金
中国国家自然科学基金;
关键词
correction techniques; Muskingum method; Nash-Sutcliffe efficiency; permissible range; real-time flood forecasting; ASSIMILATION; MODELS; FILTER; SYSTEM; RIVER;
D O I
10.2166/nh.2019.128
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Improving flood forecasting performance is critical for flood management. Real-time flood forecasting correction techniques (e.g., proportional correction (PC) and Kalman filter (KF)) coupled with the Muskingum method improve the forecasting performance but have limitations (e.g., short lead times and inadequate performance, respectively). Here, particle filter (PF) and combination forecasting (CF) are coupled with the Muskingum method and then applied to 10 flood events along the Shaxi River, China. Two indexes (overall consistency and permissible range) are selected to compare the performances of PC, KF, PF and CF for 3 h lead time. The changes in overall consistency for different lead times (1-6 h) are used to evaluate the applicability of PC, KF, PF and CF. The main conclusions are as follows: (1) for 3 h lead time, the two indexes indicate that the PF performance is optimal, followed in order by KF and PC; CF performance is close to PF and better than KF. (2) The performance of PC decreases faster than that of KF and PF with increases in the lead time. PC and PF are applicable for short (1-2 h) and long lead times (3-6 h), respectively. CF is applicable for 1-6 h lead times; however, it has no advantage over PC and PF for short and long lead times, respectively, which may be due to insufficient training and increase in cumulative errors.
引用
收藏
页码:17 / 29
页数:13
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