Show simple item record

contributor authorHoa Xuan Pham
contributor authorAsaad Y. Shamseldin
contributor authorBruce Melville
date accessioned2017-05-08T21:50:03Z
date available2017-05-08T21:50:03Z
date copyrightApril 2014
date issued2014
identifier other%28asce%29he%2E1943-5584%2E0000875.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63740
description abstractThe partial duration series (PDS) model is preferable for hydrological frequency analysis when dealing with values exceeding a certain threshold, and the model is capable of capturing more information about extreme events than the rival annual maximum series (AMS) model. However, the use of PDS in hydrological application encounters the difficulty of determining the exceedance threshold attributable to physical and statistical complexity. An inverse relationship exists between the threshold value and the number of peaks selected above a threshold, and a fixed number of average peaks per year is an option to define the threshold value. Additionally, a PDS is generated under the assumption that the series is best described by a generalized Pareto (GP) distribution. To date, the question arises as to how many peaks should be appropriate for modeling the PDS. This paper investigates the optimum number of peaks for integer values on the basis of the variability of the GP/PDS parameters with an increase in the number of peaks. This paper uses daily rainfall data from 36 stations across the North Island region of New Zealand, with record length varying between 31 and 105 years.
publisherAmerican Society of Civil Engineers
titleStatistical Properties of Partial Duration Series: Case Study of North Island, New Zealand
typeJournal Paper
journal volume19
journal issue4
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000841
treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record