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dc.contributor.authorRoya Sadat Mousavi
dc.contributor.authorSafar Marofi
dc.contributor.authorHoshin Vijai Gupta
dc.contributor.authorMojtaba Ahmadizadeh
dc.date.accessioned2019-09-18T10:42:19Z
dc.date.available2019-09-18T10:42:19Z
dc.date.issued2019
dc.identifier.other%28ASCE%29HE.1943-5584.0001773.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260499
dc.description.abstractThis paper investigated the variability of freshwater discharge (Q) in the Dez River Basin in Iran and its possible links to the North Atlantic Oscillation (NAO) and El Niño Southern Oscillation (ENSO). Nonparametric statistical tests were applied to analyze fluctuations of discharge and teleconnection indexes. The results indicated statistically significant monotonic decreases of the discharge and peak flow (p-value <0.05) across most of the subbasins. Furthermore, a downward step change was detected in discharge time series around the mid-1990s from 14.7% to 43.3% with respect to long-term values. Similarly, almost concurrent shifts detected in the Oceanic Niño Index (ONI) (from +0.254 to −0.416 in 1998) and the NAO (from +0.196 to −0.155 in 1995) that suggest changing conditions toward more cold phases of ENSO and negative phases of NAO coincided with discharge and monthly peak flow depletion. Comparing the amount of discharges during different phases showed that Q(El Nin˜o)>Q(neutral)>Q(La Nin˜a) and Q(NAO+)>Q(NAO−). Furthermore, the Mann-Whitney U test verified statistically significant differences (p-value <0.05) between flows pertaining to different phases of both ENSO and NAO. Correlations between discharge and teleconnection indexes indicated that discharge is apparently affected by teleconnections considering the lag time.
dc.publisherAmerican Society of Civil Engineers
dc.titleStatistical Analysis of Discharge Fluctuations in a Semiarid Basin Using Effective Atmospheric Teleconnections: Dez River Basin in Iran
dc.typeJournal Paper
dc.journal.volume24
dc.journal.issue7
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0001773
dc.page05019012
dc.treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 007
dc.contenttypeFulltext


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