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Journal of ZheJiang University (Engineering Science)  2021, Vol. 55 Issue (5): 1010-1018    DOI: 10.3785/j.issn.1008-973X.2021.05.022
    
Flood prediction by multi-hydrological models with forecasting ability analysis
Deng-song LIU1(),Lu GE1,Yue-ping XU1,Shan-liang ZHANG2,Yen-ming CHIANG1,*()
1. Institute of Hydrology and Water Resources, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
2. Power China HuaDong Engineering Co. Ltd, Hangzhou 310058, China
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Abstract  

The forecast ability of the conceptual model was evaluated by the lag and route method to solve the selection problem of appropriate forecast lead time for both black box and conceptual models with hourly time scale. With the same forecast lead time, the flood forecasting was carried out by using the Xin'an jiang model, soil moisture accounting and routing (SMAR) model, back propagation (BP) neural network and Elman neural network and the performance was analyzed according to the set pair analysis method. The forecast ability of the conceptual models was relatively stable in specific watersheds and was corresponding to the size of the watershed. According to the lag and route method, the forecast lead time values for Jinhua and Longquan watersheds were 7 hours and 3 hours, respectively. Results indicated that the BP model and the Elman model produced the best and the worst performance, respectively, for flood forecasting in Longquan basin under the same forecast lead time. Moreover, the Xin'an jiang model and the SMAR model produced the best and the worst performance, respectively, for flood forecasting in Jinhua basin. The set pair analysis method is able to carry out comprehensive evaluation from single criterion to multiple criteria, indicating that the method has better applicability and higher efficiency.



Key wordsblack-box model      conceptual model      lag and route method      set pair analysis      flood forecasting     
Received: 22 July 2020      Published: 10 June 2021
CLC:  TV 213  
Fund:  浙江省重点研发计划择优委托资助项目(2021C03017);国家重点研发计划政府间/港澳台重点专项资助项目(2016YFE0122100);浙江省自然基金重点资助项目(LZ20E090001)
Corresponding Authors: Yen-ming CHIANG     E-mail: liuds@zju.edu.cn;chiangym@zju.edu.cn
Cite this article:

Deng-song LIU,Lu GE,Yue-ping XU,Shan-liang ZHANG,Yen-ming CHIANG. Flood prediction by multi-hydrological models with forecasting ability analysis. Journal of ZheJiang University (Engineering Science), 2021, 55(5): 1010-1018.

URL:

http://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2021.05.022     OR     http://www.zjujournals.com/eng/Y2021/V55/I5/1010


基于多水文模型预报能力分析的洪水预报

为了解决概念性和黑箱模型在小时尺度模拟效果对比中预见期选择的问题,提出利用滞后演算法求解概念性模型预报能力. 在两模型共同预报能力条件下,引入集对分析理论对比新安江模型、土壤水核算与演算(SMAR)模型、倒传递(BP)和Elman神经网络模型模拟效果. 概念性模型预报能力与流域面积成正相关且特定流域的预报能力相对固定,其中金华江和龙泉溪流域的预见期可以分别取第7、3 h;在相同预见期条件下,龙泉溪流域表现最好的是BP模型而最差的是Elman模型,金华江流域表现最好的是新安江模型而最差的是SMAR模型;引入集对分析方法可以从单指标转向更多指标进行综合评价,具有较好的适用性和高效性.


关键词: 黑箱模型,  概念性模型,  滞后演算法,  集对分析,  洪水预报 
Fig.1 Principle of lag and route method
Fig.2 Training results of Xin'an jiang model with different population numbers and iterations in Longquan River
评价指标 Ivf NSE Qer Ter
1级 ≤5 ≥0.9 ≥80 ≥80
2级 5~10 0.8~0.9 50~80 50~80
3级 10~50 0~0.8 0~50 0~50
Tab.1 Standard of evaluation index grade
Fig.3 Stations and boundary of Longquan and Jinhua study area
Fig.4 NSE Results of different lag times for river networks in Longquanxi basin
Fig.5 NSE Results of different lag times for river networks in Jinhuajiang basin
Fig.6 Comparison of fitting effects of runoff for BP, Elman, SMAR and XAJ models in Longquanxi basin
Fig.7 Comparison of fitting effects of runoff for BP, Elman, SMAR and XAJ models in Jinhuajiang basin
流域 模型 Ivf NSE Qer Ter
龙泉溪 BP 1.46 0.96 66.67 100.00
Elman 21.46 0.88 44.44 66.67
SMAR 1.86 0.85 33.33 55.56
XAJ 4.58 0.93 55.56 66.67
金华江 BP 3.85 0.88 50.00 50.00
Elman 0.67 0.84 75.00 25.00
SMAR 14.88 0.67 50.00 12.50
XAJ 3.26 0.85 75.00 62.50
Tab.2 Evaluation indexes of varies models in different basins
流域 模型 等级 联系数
龙泉溪 BP 1 0.72
Elman 3 0.55
SMAR 2 0.78
XAJ 2 0.86
金华江 BP 2 0.76
Elman 2 0.81
SMAR 3 0.40
XAJ 2 0.87
Tab.3 Results of set pair analysis method in different areas
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