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contributor authorGülay Onuşluel Gül
contributor authorÖmer Levend Aşıkoğlu
contributor authorAli Gül
contributor authorF. Gülçem Yaşoğlu
contributor authorErtuğrul Benzeden
date accessioned2017-05-08T21:50:25Z
date available2017-05-08T21:50:25Z
date copyrightJuly 2014
date issued2014
identifier other%28asce%29he%2E1943-5584%2E0000956.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63804
description abstractFlood hazard and arising risks due to associated vulnerabilities still appear to be among the common problems in today’s hydrology in spite of highly motivated assessments and increasing knowledge and awareness as well as targeted measures for mitigation, preparedness, and emergency management. Beside the role of overall inaction, deficiencies in precautionary actions and presence of natural barriers and inaccurate or incomplete approaches in flood studies towards estimating flood magnitudes and frequencies are also assumed to have considerable impacts on limited control against the flood phenomenon. Prevalent claims about the invalidity of the stationarity assumption in hydrologic studies indicate any ignorance of nonstationarity as potential sources of ineffective flood assessments and the associated improper actions. The presented study investigates potential impacts and relative significance of observed trends on the magnitude and frequency of floods through comparisons performed over stationary and nonstationary flood frequency analyses. Results indicate slightly significant discrepancies between the estimates from both the stationary and nonstationary analyses by potentially pointing out to the arising needs for considering the nonstationarity in flood studies.
publisherAmerican Society of Civil Engineers
titleNonstationarity in Flood Time Series
typeJournal Paper
journal volume19
journal issue7
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000923
treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 007
contenttypeFulltext


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