An improved nonstationary model for flood frequency analysis and its implication for the Three Gorges Dam, China

被引:18
作者
Dong, Qianjin [1 ,2 ]
Zhang, Xu [1 ]
Lall, Upmanu [3 ]
Sang, Yan-Fang [4 ]
Xie, Ping [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan, Hubei, Peoples R China
[2] Wuhan Univ, bHubei Prov Key Lab Water Syst Sci Sponge City Co, Wuhan, Hubei, Peoples R China
[3] Columbia Univ, Columbia Water Ctr, New York, NY USA
[4] Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, Key Lab Water Cycle & Related Land Surface Proc, Beijing, Peoples R China
基金
美国国家科学基金会;
关键词
nonstationary model; flood frequency analysis; copula function; teleconnection; Three Gorges Dam; China; RIVER-BASIN; EXTREME RAINFALL; RETURN PERIOD; POYANG LAKE; CLIMATE; COPULA; PRECIPITATION; DESIGN; RISK; STATIONARITY;
D O I
10.1080/02626667.2019.1596274
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This study proposes an improved nonstationary model for flood frequency analysis by investigating the relationship between flood peak and flood volume, using the Three Gorges Dam (TGD), China, for verification. First, the generalized additive model for location, scale and shape (GAMLSS) is used as the prior distribution. Then, under Bayesian theory, the prior distribution is updated using the conditional distribution, which is derived from the copula function. The results show that the improvement of the proposed model is significant compared with the GAMLSS-based prior distribution. Meanwhile, selection of a suitable prior distribution has a significant effect on the results of the improvement. For applications to the TGD, the nonstationary model can obviously increase the engineering management benefits and reduce the perceived risks of large floods. This study provides guidance for the dynamic management of hydraulic engineering under nonstationary conditions.
引用
收藏
页码:845 / 855
页数:11
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