Show simple item record

contributor authorAndrea G. Capodaglio
contributor authorUgo Moisello
date accessioned2017-05-08T21:06:37Z
date available2017-05-08T21:06:37Z
date copyrightMarch 1990
date issued1990
identifier other%28asce%290733-9496%281990%29116%3A2%28220%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39021
description abstractPersistence is a phenomenon greatly influencing hydrologic time series. An explanation of its nature has been attempted in different ways, including transitory behavior or infinite memory of the process, and nonstationary process mean. An operational stochastic model for annual discharges is studied in this paper; its purpose is to reproduce the altemance of periods, sometimes called cycles, observed in hydrology. The model is of almost immediate application, being defined by parameters that can be estimated easily through the analysis of the autocorrelation function of the observed data. The model is expressed in two forms that are valid for the cases of normal and lognormal distributions of the variables, respectively. The dependence of the parameters of the variables distribution on the operating parameters of the process is graphically represented by curves interpolated from a large number of sampling points. The performance of the model is also evaluated with respect to its behavior in accordance to Hurst's phenomenon, by verifying the values assumed by Hurst's coefficient during the simulations.
publisherAmerican Society of Civil Engineers
titleSimple Stochastic Model for Annual Flows
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1990)116:2(220)
treeJournal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record