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contributor authorYang Peng
contributor authorYulong Shi
contributor authorHongxiang Yan
contributor authorJipeng Zhang
date accessioned2022-01-30T20:36:26Z
date available2022-01-30T20:36:26Z
date issued9/1/2020 12:00:00 AM
identifier other%28ASCE%29HE.1943-5584.0001977.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266808
description abstractStreamflow plays a critical role in sediment transport. Traditional frequency analysis of annual maximal (AM) suspended sediment concentrations (SSCs) is usually based on univariate distribution of SSCs and may provide a limited assessment of SSC state, leading to an underestimate or overestimate of the corresponding probability. To address this issue, a multivariate frequency analysis framework is proposed for extreme sediment events using copula functions that account for the joint behavior of SSC and flood flow (i.e., peak discharge and volume). The uncertainties associated with copula modeling are also discussed. The Jinsha River in China is used as a case study. The results show that the copula-based multivariate method provides a more comprehensive assessment of extreme SSCs and their recurrence intervals than univariate frequency analysis. The uncertainty of copula modeling decreases with longer observation time and increases with larger return periods. The uncertainty ranges of the most likely design quantiles vary with different copulas, and the uncertainty range for the best-fit copula is not the smallest. This study is useful for the risk assessment of extreme SSC events under flood conditions.
publisherASCE
titleMultivariate Frequency Analysis of Annual Maxima Suspended Sediment Concentrations and Floods in the Jinsha River, China
typeJournal Paper
journal volume25
journal issue9
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001977
page15
treeJournal of Hydrologic Engineering:;2020:;Volume ( 025 ):;issue: 009
contenttypeFulltext


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